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Strategic Environmental Services Bixby Public Works Authority Wasteload AllocaƟon and Calibrated Modeling Study August 9, 2016

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Page 1: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Strategic Environmental Services

Bixby Public Works Authority

Wasteload Alloca on and Calibrated

Modeling Study

August 9, 2016

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August 9, 2016 i

CONTENTS 1.0 Introduction ............................................................................................................................ 1  2.0 Watershed Characteristics ..................................................................................................... 2  3.0 Field Study ............................................................................................................................. 4 

3.1 Description of Sampling Locations ..................................................................................... 4 3.2 Field Methods and Measurements ..................................................................................... 7 3.3 River Hydraulics and Physical Characteristics ................................................................... 7 

3.3.1 River Flow Control ....................................................................................................... 7 3.3.2 Time of Travel ............................................................................................................. 7 3.3.3 Fluvial Geomorphology ............................................................................................... 8 

3.4 Water Quality Analysis ..................................................................................................... 11 3.4.1 Water Quality ............................................................................................................ 11 3.4.2 Sample handling and Custody .................................................................................. 12 

3.5 Results/Findings from Field Study ................................................................................... 12 3.5.1 Water Quality ............................................................................................................ 12 3.3.2 Time of Travel ........................................................................................................... 17

 4.0 Water Quality Modeling ........................................................................................................ 18 

4.1 Calibrated Model Set-up and Input Rationale .................................................................. 19 4.1.1 Channel Geometry and Hydrology ............................................................................ 22 4.1.2 Headwater Conditions ............................................................................................... 25 4.1.3 Dissolved Oxygen Controlling Rates and Constants ................................................ 26 4.1.4 Light and Heat ........................................................................................................... 27 4.1.5 Atmospheric Data ...................................................................................................... 27 4.1.6 Point Source Inputs ................................................................................................... 27 4.1.7 Eutrophication Inputs ................................................................................................ 30 

4.2 QUAL2K Calibration Results ............................................................................................ 30 4.3 Model Validation .............................................................................................................. 36 4.4 Modeling Critical Season Simulation Results ................................................................... 37 4.5 Seasonal WLA Modeling .................................................................................................. 40

 5.0 Discussion of Findings ......................................................................................................... 41  6.0 References ........................................................................................................................... 43  

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August 9, 2016 ii

TABLES Table 3.1. Summary of fall 2015 geomorphic data collected in the Arkansas River. ................... 9 Table 3.2. Comparison of AR-3 and AR-5 September 2015 and March 2016 permanent cross

section survey data. .................................................................................................. 10 Table 3.3. Flow measured at USGS gauges in Arkansas River during WQ Study. ................... 11 Table 3.4. Summary of key water quality constituents in the Arkansas River and each WWTP

collected in fall 2015 and spring 2016. ..................................................................... 13 Table 3.5. Summary of in-situ water quality in the Arkansas River and the four WWTP’s for both the fall 2015 and spring 2016. .......................................................................... 14 Table 4.1. Comparison of field measured channel geometry to model utilized geometry.......... 23 Table 4.2. Flow rates used in the QUAL2K model. .................................................................... 24 Table 4.3. Headwater conditions for the calibrated model. ........................................................ 25 Table 4.4. Summary of selected Point Source inputs utilized in the model calibration. ............. 29 Table 4.5. Summary of dissolved oxygen sensitivity analysis for the calibrated model. ............ 35 Table 4.6. Summary of point source inputs utilized in Bixby WLA for oxygen demanding

wastes. ...................................................................................................................... 38 Table 4.7. Seasonal inputs for WLA Model. ............................................................................... 40 Table 5.1. Summary of requested WLAs for Bixby. ................................................................... 42 Table 5.2. Monthly average permit limits for key discharges. .................................................... 42  

FIGURES Figure 2.1. Watershed area of the Arkansas River. ..................................................................... 3 Figure 3.1. Location of the intensive study sample stations and WWTP locations on the

Arkansas River. ......................................................................................................... 6 Figure 3.2. Diurnal dissolved oxygen levels at AR-1, AR-3, AR-4, and AR-5. ........................... 16 Figure 3.3. Diurnal pH levels at AR-1, AR-3, AR-4, and AR-5. .................................................. 16 Figure 3.4. Diurnal temperature levels at AR-1, AR-3, AR-4, and AR-5. ................................... 17 Figure 3.5. Time of travel between dye injection point and the furthest downstream station. .... 18 Figure 4.1. Dissolved oxygen levels predicted by the calibrated model compared to observed

field levels. ............................................................................................................... 31 Figure 4.2. Ammonia levels predicted by the calibrated model compared to observed field

levels. ....................................................................................................................... 31 Figure 4.3. CBOD5 (fast) levels predicted by the calibrated model compared to observed field

levels (MDL is method detection limit). .................................................................... 32 Figure 4.4. Phytoplankton/Chlorophyll-a levels predicted by the calibrated model compared to

observed field levels. ............................................................................................... 32 Figure 4.5. Inorganic phosphorus levels predicted by the calibrated model compared to

observed field levels. ............................................................................................... 33 Figure 4.6. Nitrate levels predicted by the calibrated model compared to observed field levels

(MDL is the method detection limit). ........................................................................ 33 Figure 4.7. Model predictions compared to a different observed field data set, validating

accuracy of calibration. ............................................................................................ 36 Figure 4.8. Dissolved oxygen levels in the Arkansas River under the proposed WLA compared

to a simulated maximum assimilative capacity of the river. ..................................... 39 Figure 4.9. Ammonia concentration (ug/L) predictions in the river under the proposed WLA. ... 39 

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FIGURES (cont) Figure 4.10. CBOD5 concentration (mg/L) predictions in the river under the proposed WLA. .. 40 Figure 4.11. Spring season model predications at maximum critical season load. .................... 41 Figure 4.12. Winter season model predictions at maximum critical season load. ...................... 41 

APPENDICES  Appendix A Water Quality Data Appendix B Time of Travel and Geomorphic Data Appendix C LAQUAL Model Appendix D Model Inputs Appendix E Model Outputs

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 1

1.0 Introduction

The Bixby Public Works Authority owns and operates two wastewater treatment plants

(WWTP), a North and South Plant. Each WWTP is currently operating pursuant to a Compliance

Order (Case No. 13-051) agreement with the Oklahoma Department of Environmental Quality

(ODEQ). The compliance order required the Bixby Public Works Authority to complete an

engineering study that provided long-term WWTP improvements to maintain compliance with

ODEQ issued OPDES permits. Following an engineering planning study, the Bixby Public Works

Authority has determined that their preferred course of action to address wastewater treatment

issues is to eliminate the North Plant, transfer its wastewater to the South Plant, and upgrade the

South Plant to address all of Bixby Public Works Authority’s wastewater needs.

In 2014 an existing LAQUAL model was utilized to evaluate a possible new discharge to the

Arkansas River at the Bixby South Plant outfall location. The LAQUAL model utilized was

acquired from INCOG and is the working version of the EPA approved model for the river with

some recent hydraulic updates (rating curve coefficient update) provided from a 2012 Hydrologic

Engineering Center (HEC) model of the river. This recent model showed that a moderate increase

in the load at the South Plant outfall had almost no effect on river dissolved oxygen levels under

critical conditions.

Based on these findings the Bixby Public Works Authority South Plant elected to complete

an intensive river study and wasteload allocation (WLA) study for use in permitting the combined

facility. The objective of the intensive stream study and subsequent modeling was to collect

appropriate hydraulic and water quality data in the field in order to develop reasonable model

coefficients with which to satisfactorily complete a calibrated dissolved oxygen water quality

model. The model would then be used as the basis for development of a WLA for a discharge

from the Bixby Public Works Authority South Plant to the Arkansas River. Upon approval, the

WLA would be used to update Oklahoma’s Water Quality Management Plan. Wasteload

allocations that are approved within the Water Quality Management Plan are then used by ODEQ

in the development of OPDES permit limits.

On August 25th, 2015 Bixby Public Works Authority submitted a workplan for an intensive

field calibrated modeling effort towards wasteload allocation development. The workplan

described the methods of field data collection, analyses, coefficient development, and modeling

to be used in developing a WLA and calibrated model for the Bixby Public Works Authority

which discharges into the Arkansas River near Bixby, Oklahoma. After addressing the ODEQ

comments/recommendations on the workplan (letter dated September 3, 2015) ODEQ

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 2

approved the workplan via email from Soojung Lim, on September 17, 2015. This report

presents how the existing EPA approved LAQUAL model for the Arkansas River in the Tulsa

area was updated and converted to the modern QUAL2K model and how the QUAL2K model

was calibrated to observed conditions in the study reach near Bixby for use in developing a

WLA. The river hydraulics and constants/coefficients used in the approved LAQUAL model

were the starting point for the new QUAL2K model. The QUAL2K model was updated with data

collected during the stream study. The focus of the model updates was the section of the

Arkansas River from just upstream of the Bixby discharge downstream to approximately

Coweta.

2.0 Watershed Characteristics

The Bixby Public Works Authority South plant is located in Bixby, Tulsa County Oklahoma

just south of Tulsa. The Bixby Public Works Authority’s Outfall 001 discharges to the Arkansas

River just downstream of the Highway 64 Bridge.

The Arkansas River lies within Hydrologic Unit 11110101, and is the largest drainage in

the greater Mississippi River Basin (No. 120420010010_00). The portion of the basin that was

focused on in this study lies just south of Tulsa in the Central Oklahoma/Texas Plains as defined

by EPA’s Level III Ecoregions of the Continental United States. The Arkansas River watershed

near Bixby is approximately 74,500 mi2 in size (Figure 1). The Bixby Public Works Authority lies

completely within the Arkansas River watershed. The designated uses for the Arkansas River

segment No. 120420010010_00 are Emergency Water Supply, Warm Water Aquatic Community

subcategory, Agriculture beneficial use, Secondary Body Contact beneficial use, Navigation, and

Aesthetics. The segment has been footnoted to include that criteria for the beneficial use of

primary Body Contact Recreation apply regardless of the recreation use designated.

Flow in this section of the Arkansas River is controlled largely by releases from Keystone

Lake. Keystone is a United States Army Corps of Engineers (USACE) flood control project and

the dam serves as a hydropower resource for Southwestern Power Administration.

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 3

Figure 2.1. Watershed area of the Arkansas River.

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 4

3.0 Field Study

The objective of the intensive stream study was to collect appropriate hydraulic and

water quality data in order to develop reasonable model coefficients with which to satisfactorily

complete a calibrated dissolved oxygen water quality model for the section of the river near

Bixby. Then, the model will serve as the basis for development of a WLA for a discharge from

Bixby Public Works Authority South Plant to the Arkansas River. When approved the results will

be used to update Oklahoma’s Water Quality Management Plan. Wasteload allocations that are

approved within the Water Quality Management Plan are then used by ODEQ in the

development of OPDES permit limits.

3.1 Description of Sampling Locations

Field data was collected within the Arkansas River from approximately 2 miles upstream

of the Bixby South Plant outfall location (which is about 1 mile upstream of the current North Plant

outfall location) to approximately 17 miles downstream of the South Plant outfall. The Workplan

originally included a sample station at AR-6, however, after several attempts at multiple possible

access points in the vicinity of AR-6, access to the area was not granted therefore AR-6 was

excluded from the study. Station locations for collection of field data are shown in Figure 2 and

include:

AR-1 - Upstream of the Bixby South Plant outfall (the proposed combined outfall)

approximately 4 miles (6.4 km) and upstream of the Hwy 64 Bridge (also upstream

of the Bixby North Plant outfall).

AR-2 - Approximately 2.1 miles (3.4 km) downstream of the proposed Bixby

combined outfall and 0.5 miles downstream of Haikey Creek WWTP.

AR-3 - Approximately 4.1 miles (6.6 km) downstream of the proposed Bixby South

Plant combined outfall.

AR-4 - Approximately 6.4 miles (10.2 km) downstream of the proposed Bixby

South Plant combined outfall

AR-5 - Approximately 8.7 miles (13.9 km) downstream of the proposed Bixby

South Plant combined outfall and downstream of the Broken Arrow WWTP outfall

approximately 2.4 miles (3.8 km).

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August 9, 2016 5

AR-6 - Approximately 11 miles downstream of the proposed outfall. No access in

this area of the river was secured so this station was abandoned1.

AR-7 - Approximately 17.2 miles (27.7 km) downstream of the proposed Bixby

South Plant combined outfall and upstream of the Hwy 72 Bridge and the City of

Coweta WWTP outfall.

Additionally, effluent samples were collected from each of the four key municipal

discharges in the study reach (Bixby North, Bixby South, Haikey Creek, and Broken Arrow) on

the same day river stations were sampled. At the time of the critical season survey, none of the

major tributaries to the Arkansas River in the study area were contributing a significant amount of

flow (less than 5% of the Arkansas River flow) therefore no tributaries were sampled as part of

the study.

1 Access to the river in the AR-6 was explored on two different occasions. Land owners were contacted and no

suitable access was identified within 3 miles of the AR-6 location.

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August 9, 2016 6

Figure 3.1. Location of the intensive study sample stations and WWTP locations on the Arkansas River.

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August 9, 2016 7

3.2 Field Methods and Measurements The field study consisted of four components: water quality sample collection, in-situ

physiochemical measurements, time of travel/hydraulic evaluation, and a synoptic geomorphic

survey. The comprehensive field study was completed during critical conditions in the river (low

flow and warm weather) September 29 – October 1, 2015 and a synoptic field study was

completed in the spring of 2016 (March 16-17, 2016) when flows were relatively low and effect

from runoff was minimal.

3.3 River Hydraulics and Physical Characteristics

3.3.1 River Flow Control The flow in the Arkansas River in the study area is controlled during low to moderate

flow levels almost entirely by releases from Keystone Lake. During low-moderate flow levels

these flows fluctuate daily according to the hydroelectric generation schedule. According to the

USACE the generating station has two generators each of which requires releases of

approximately 6000 cfs when generating electricity.

The hydropower from Keystone Lake is used primarily for peak power generation and

frequently does not operate for all 24-hours of each day. Therefore, river flow can fluctuate from

a few hundred cfs to 12,000 cfs near the dam. Further downstream from the lake flow is more

attenuated and is more equalized, i.e. flow at the Tulsa gauge will show more variation over a

24 hour cycle then will flow further downstream, within the study area. When the critical season

study was completed in September, one of the generators was non-functional providing an ideal

opportunity to assess the river during lower than average flow conditions.

3.3.2 Time of Travel

A time of travel (TOT) study (Kilpatrick and Wilson, 1989) was completed on the

Arkansas River on September 30th, 2015 under low flow conditions (flow no higher than 200% of

7Q2). The fluorescent dye tracer rhodamine WT (20% by weight) was injected as a slug into

the river near the location where the Bixby South Plant effluent reaches the river. TOT was

measured from the Bixby outfall to AR-2, AR-3, and AR-4. Automatic samplers were used at

stations AR-2 and AR-3 to collect water samples every 15-20 minutes to capture the leading

edge, peak and tail of the dye plume. Water samples containing the dye were analyzed for

fluorescence using a Turner Designs Model TD-360 fluorometer. Dye was measured at AR-4

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August 9, 2016 8

in-situ using a rhodamine probe installed on a YSI Sonde (Model 6120V2). This allowed dye

concentration to be measured continuously.

Instream velocity was measured and flow calculated prior to and after dye injections at

stations AR-1 and AR-3 bracketing the primary dye study area. In addition, river flow data from

the USGS gauge near Tulsa (No. 07164500) was evaluated, to determine approximate flow at

the point of dye injection to aid in calculating the volume of rhodamine dye required. Instream

velocity was measured and flow calculated using techniques described in Section 3.2.3. The

volume of dye necessary to achieve the required peak concentration was calculated according

to the following formula:

Vs = 3.79x10-5 (QL/v) Cp

Where:

Cp = desired peak concentration at sampling site (g/L),

L = length of reach in feet,

Q = stream discharge in cfs,

Vs = volume of dye necessary in mLs, and

v = mean stream velocity in fps.

Care was taken to ensure a sufficient yet minimal amount of dye was injected into the

river. Dye was successfully injected and measured in the Arkansas River at the designated

sample points. A plot of dye versus time was developed for each stream reach. Flow was

measured again in the river (after dye injection) at AR-3, in the middle of the study area, to

evaluate the flow at which the dye study was occurring. The flow at which the dye study was

conducted (896 cfs) was calculated as the average of measured flows at AR-1 (611 cfs) and

AR-3 (1181 cfs). This was the flow used for model calibration.

3.3.3 Fluvial Geomorphology

Stream channel dimension, pattern, profile, and substrate were characterized in the

Arkansas River during the field study to supplement and verify the dimensional data from the

USACE HEC model and the LAQUAL model. The data acquired from this assessment along

with HEC model (and LAQUAL) dimensions were utilized to determine the stream hydraulics for

use in the model. Channel dimensions (depth and width) were measured using a range finder,

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August 9, 2016 9

a survey rod and level at 12 transect locations in the river between AR-1 and AR-7. Transects

were spaced, approximately 0.5 miles apart in each reach. Wetted width, cross sectional areas

and bank slope were calculated for each transect. A summary of the geomorphic data collected

in the river is provided in Table 3.1.

Table 3.1. Summary of fall 2015 geomorphic data collected in the Arkansas River.

Site AR-11 AR-1.52 AR-2 AR-3 AR-5 AR-7

Wetted Width (ft)

841 1,109 588 575 954 503

Avg. Depth (ft) 0.8 2.37 1.36 1.21 1.04 1.43

Max Depth (ft) 1.8 4.8 2.9 2.6 2.8 3.5

CX-Area (ft2) 672.8 2,728 797 715 935 722

Edge of Water L-Slope (ft/ft) -- -- 101.8 163.5 132.0 104.5

Edge of Water R-Slope (ft/ft) -- 112.4 107.6 139.0 275.2 41.3

Edge of Water Avg. Slope (ft/ft)

-- 112.4 104.7 151.3 203.6 72.9

Bankful L-Slope (ft/ft) -- -- 75.2 84.3 56.1 70.2

Bankfull R-Slope (ft/ft) -- 56.0 40.0 44.8 156.4 41.2

Bankfull Avg Slope (ft/ft) -- 56.0 57.6 64.5 106.2 55.7

Bankfull Width (ft)

-- 1,389.0 843.0 935.0 1,538.0 870.0

Bankfull Depth (ft)

-- 4.45 4.45 3.97 2.20 3.95

1Data from flow measurement was used, a transect was not completed at AR-1. 2AR-1.5 is near the Bixby South Plant outfall. Only geomorphic data was collected here.

Two permanent transects (AR-3 and AR-5) were established during the September 2015

survey. Rebar was hammered into the river bank at each permanent cross section and tagged

with GPS coordinates so the same location could be re-measured later under different flow

conditions. A staff gauge was also installed at each of these locations so river stage could be

monitored for each measured flow. The transects were re-measured in March 2016 to develop

a simple two-point rating curve that could be used to validate or revise (as needed) river

hydraulics (power equations) for the QUAL2K model. A comparison of the September 2015 and

March 2016 data is shown in Table 3.2. Transect data is included Appendix B along with

photographs of the river taken during the study.

Velocity measurements were taken at 3 locations, AR-1, AR-3 and AR-5 during the

study for flow calculation and to compliment the dimensional data. Stream velocity was

measured using a Marsh McBirney Model 201 portable velocity meter as outlined in GBMc

Quality Assurance Plan (QAP) (GBMc, 2008). Flow from the USGS gauges at Tulsa

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August 9, 2016 10

(07164500) and Haskell (07165570) were also monitored. A summary of flow measurements

from these gauges, and those measured by GBMc at each station are provided in Table 3.3.

Elements of stream pattern (i.e., sinuosity, meander wavelength, radius of curvature,

and belt width) were characterized using aerial photos. These stream meander characteristics

were primarily used to determine reach lengths. The channel substrates were dominated by

sand, therefore, more rigorous visual assessments were not required.

Table 3.2. Comparison of AR-3 and AR-5 September 2015 and March 2016 permanent cross section survey data.

Season AR-3 AR-5

Site Fall 2015 Spring 2016 Fall 2015 Spring 2016

Wetted Width (ft) 405 579 810 1272

Avg. Depth (ft) 0.98 2.07 0.87 1.96

Max Depth (ft) 2 4 2.72 4

CX-Area (ft2) 396 1198 702 2496

Edge of Water L-Slope (ft/ft) 284 82 296 13

Edge of Water R-Slope (ft/ft) 15 86 2 295

Edge of Water Avg. Slope (ft/ft) 150 84 149 154

Bankful L-Slope (ft/ft) 153 132 2 19

Bankfull R-Slope (ft/ft) 5 2 180 229

Bankfull Avg Slope (ft/ft) 79 67 91 124

Bankfull Width (ft) 570 717 1,266 1467

Bankfull Depth (ft) 4.25 4.71 2.22 2.30

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August 9, 2016 11

Table 3.3. Flow measured at USGS gauges in Arkansas River during WQ Study.

USGS Gauge

Gauge Number

Date Daily Average Flow

(ft3/s) GBMc Flow

Location/Date Flow (ft3/s)

Arkansas River at

Tulsa, OK 07164500

9/29/16 1,314.6 AR-1-9/30 611

9/30/16 449.5 AR-3-9/30 1181

10/1/16 540.4 AR-5-10/1 756

3/16/16 3,657.4 AR-1-3/16 1503**

3/17/16 4,385.4 AR-3-3/16 3500

Arkansas River near

Haskell, OK 07165570

9/29/16 6,220.0* AR-5-3/16 2238

9/30/16 1,849.9 NA NA

10/1/16 943.2 NA NA

3/16/16 3,487.0 NA NA

3/17/16 4,898.3 NA NA

* Daily average was estimated. The instantaneous data from the USGS gauge was not accurate, therefore daily flow was estimated using historical data by the USGS located in Tulsa. ** Flow partially an estimate due to deep, high velocity river condition.

3.4 Water Quality Analysis

3.4.1 Water Quality

Physiochemical measurements and water quality samples were collected from each of

the river stations (AR-1, AR-2, AR-3, AR-4, AR-5 and AR-7) and from each of the four key

wastewater treatment plant outfalls (effluent samples from Bixby Public Works Authority North

and South, Haikey Creek WWTP, and the Broken Arrow WWTP) on September 29th and

October 1st, 2015 for the critical season model and at each station on March 16th, 2016 for the

spring/winter model validation. Major tributaries to the Arkansas River in the study reaches

were not sampled as their contributing flow was not significant (contributing less than 5% of the

Arkansas River flow) at the time of the critical season survey. Parameters analyzed by the

laboratory included:

1. Total Phosphorus

2. Orthophosphate Phosphorus

3. Total Suspended Solids

4. Nitrate-Nitrite

5. Ammonia Nitrogen

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August 9, 2016 12

6. TKN

7. Volatile Suspended Solids

8. CBOD5

9. CBOD20 (on select samples)

10. Total Alkalinity

11. Chlorophyll-a

Physiochemical measurements were made in-situ and included dissolved oxygen,

temperature, specific conductance, and pH. Measurements of dissolved oxygen, specific

conductance, pH, and temperature were made with an YSI multi-parameter meter. Turbidity

was measured with a Hach model 2100P meter. All meters were calibrated daily in accordance

with the GBMc QAP (GBMc, 2008). Additionally, diurnal dissolved oxygen, pH, specific

conductivity, and temperature measurements were made at four locations instream using a

continuous monitoring device, a YSI Sonde. Sondes were installed at stations AR-1 (upstream

reference), AR-3, AR-4 and AR-5 (all within the potential oxygen sag area).

3.4.2 Sample handling and Custody

All water quality samples were placed in the appropriate clean containers supplied by

the laboratory. Each sample container was labeled with the sample I.D., date, time, and initials

of collector(s). Chain of Custody (COC) forms which include all necessary information were

completed for each sampling trip.

3.5 Results/Findings from Field Study 3.5.1 Water Quality

Water quality measured in the river in both the fall 2015 and spring 2016 studies was

fairly consistent among sites (Table 3.4). In-situ physical/chemical results are presented in

Table 3.5. All analytical and field data, including the QA/QC results, are provided in Appendix

A.

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August 9, 2016 13

Table 3.4. Summary of key water quality constituents in the Arkansas River and each WWTP collected in fall 2015 and spring 2016.

Site Date TKN

(mg/L) Alkalinity

(mg/L) TDS

(mg/L) VSS

(mg/L) Ammonia

(mg/L) Ortho-P (mg/L)

Carbonaceous BOD-5 (mg/L)

Carbonaceous BOD-20 (mg/L)

TOC (mg/L)

TSS (mg/L)

Phosphorus (mg/L)

Nitrate-Nitrite (mg/L)

Chlorophyll-a ug/L

AR-1 9/29/2015 < 1.0 130 960 < 4.0 0.37 0.14 < 2.0 < 2.00 6.2 18 0.19 < 0.5 9.12

AR-1 10/1/2015 < 1.0 140 910 < 4.0 0.71 0.14 < 2.0 2.40 6.2 7 0.19 < 0.5 17.98

AR-1 3/16/2016 2.7 160 1300 7.3 < 0.1 0.04 2.3 8.50 7.3 39 0.15 0.77 14.87

AR-2 9/29/2015 < 1.0 130 940 4.0 0.14 0.18 < 2.0 2.10 6.4 25 0.25 < 0.5 11.7

AR-2 10/1/2015 < 1.0 140 880 < 4.0 0.52 0.21 < 2.0 2.90 6.3 15 0.26 < 0.5 17.34

AR-2 3/16/2016 2.0 150 1300 < 7.0 0.10 0.12 < 2.0 -- 7.9 27 0.24 0.74 10.16

AR-3 9/29/2015 < 1.0 130 950 < 4.0 0.22 0.18 < 2.0 2.00 6.8 22 0.24 < 0.5 11.99

AR-3 10/1/2015 < 1.0 150 880 < 4.0 0.84 0.19 < 2.0 3.30 6.6 14 0.25 < 0.5 16.57

AR-3 3/16/2016 2.2 150 1200 6.7 0.10 0.12 < 2.0 3.30 6.9 40 0.20 0.73 8.9

AR-4 9/29/2015 < 1.0 130 940 4.4 0.19 0.18 < 2.0 2.10 6.9 25 0.22 < 0.5 9.5

AR-4 10/1/2015 < 1.0 150 910 < 4.0 0.42 0.18 < 2.0 3.30 6.7 17 0.24 < 0.5 16.31

AR-4 3/16/2016 2.6 140 1200 < 7.0 < 0.1 0.09 < 2.0 -- 7.2 60 0.21 0.70 9.84

AR-5 9/29/2015 < 1.0 130 960 4.8 0.21 0.15 < 2.0 2.10 6.1 24 0.21 < 0.5 9.76

AR-5 10/1/2015 < 1.0 150 900 < 4.0 0.48 0.18 < 2.0 2.80 5.9 16 0.22 < 0.5 17.6

AR-5 3/16/2016 2.1 140 1200 8.0 < 0.1 0.09 < 2.0 4.10 7.7 43 0.22 0.75 8.69

AR-7 9/29/2015 < 1.0 130 960 4.8 < 0.1 0.14 < 2.0 3.10 6.4 22 0.19 < 0.5 10.15

AR-7 10/1/2015 < 1.0 140 900 < 4.0 < 0.1 0.14 < 2.0 2.50 6.4 11 0.20 < 0.5 18.11

AR-7 3/16/2016 2.1 150 1300 7.3 < 0.1 0.07 < 2.0 -- 7.6 42 0.14 0.59 8.79

BA-14 9/29/2015 1.5 160 450 < 4.0 0.65 2.50 < 2.0 < 2.00 9.2 < 4 2.50 < 0.5

BA-1 10/1/2015 1.6 160 490 < 4.0 0.38 2.30 < 2.0 2.30 9.6 < 4 2.40 1.10

BA-1 3/17/2016 2.7 180 560 < 7.0 < 0.1 1.90 2.2 42.00 11.0 < 7 2.00 2.10

BN-15 9/29/2015 28.0 220 380 13.0 26.00 4.40 3.7 11.00 19.0 15 4.80 2.90

BN-1 10/1/2015 24.03 190 370 12.0 24.00 4.10 3.6 11.00 19.0 13 4.80 3.80

BN-1 3/17/2016 41.0 310 400 4.4 41.00 5.40 10.0 47.00 28.0 6 6.40 < 0.5 18.92

BS-16 9/29/2015 1.9 130 410 16.0 0.46 2.90 3.1 11.00 15.0 21 3.30 14.00

BS-1 10/1/2015 4.0 130 430 16.0 0.32 2.50 3.8 12.00 14.0 20 3.00 12.00

BS-1 3/17/2016 22.0 240 430 11.0 21.00 3.30 9.7 38.00 18.0 17 3.70 2.70

HC-17 9/29/2015 < 1.0 150 380 < 4.0 < 0.1 1.00 < 2.0 < 2.00 8.6 < 4 1.10 < 0.5

HC-1 10/1/2015 1.4 140 400 < 4.0 < 0.1 0.69 < 2.0 2.60 8.5 < 4 0.77 1.20

HC-1 3/17/2016 5.0 190 460 < 7.0 1.40 0.66 3.8 28.00 11.0 6.7 0.92 < 0.5 1 Values are the range observed between the three sample events. Single range values indicate all samples had identical results (usually due to being less than MDL). 2 Data with “<” indicate concentrations lower than the laboratory’s detection and were reported as whole numbers. 3 TKN concentration was reported lower than ammonia concentration, a dilution error was assumed, therefore, the ammonia concentration was also used for TKN. 4 BA-1 Broken Arrow effluent 5 BN-1 Bixby North effluent 6 BS-1 Bixby South effluent 7 HC-1 Haikey Creek effluent

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Table 3.5. Summary of in-situ water quality in the Arkansas River and the four WWTP’s for both the fall 2015 and spring 2016.

Site Date Temp (◦C) Dissolved Oxygen (mg/L)

Specific Conductance

(µS/cm) pH

Turbidity (NTU)

AR-1

9/29/2015 24.2 7.5 1157 8.1 9.4

10/1/2015 20.6 7.3 966 8.2 5.7

3/16/2016 12.7 9.3 2275 7.8 12.5

AR-2

9/29/2015 24.2 8.3 1119 8.3 17.7

10/1/2015 18.7 8.4 960 8.4 12.6

3/16/2016 13.3 10.0 2091 8.1 14.1

AR-3

9/29/2015 23.3 10.3 1685 8.5 16.9

10/1/2015 17.2 8.4 971 8.3 11.5

3/16/2016 13.4 9.5 1997 8.1 21.0

AR-4

9/29/2015 24.7 7.8 1134 8.3 16.4

10/1/2015 20.9 8.3 957 8.5 13.8

3/16/2016 13.9 9.8 1925 8.1 33.3

AR-5

9/29/2015 25.7 8.2 1147 8.4 14.1

10/1/2015 22.8 8.5 951 8.5 12.7

3/16/2016 13.9 9.7 2022 8.1 22.8

AR-7

9/29/2015 26.5 10.1 1161 8.7 12.0

10/1/2015 21.5 13.2 945 8.3 7.3

3/16/2016 16.0 11.9 2157 8.5 13.8

BA-11

9/29/2015 24.6 6.7 465 7.4 1.0

10/1/2015 23.7 8.7 6 7.3 1.4

3/17/2016 16.0 8.5 783 7.9 2.6

BN-12

9/29/2015 25.0 3.3 497 7.3 13.0

10/1/2015 23.8 2.8 512 7.1 12.3

3/17/2016 15.6 7.7 856 7.8 11.9

BS-13

9/29/2015 24.4 3.9 417 7.2 12.6

10/1/2015 22.9 6.6 453 7.5 12.8

3/17/2016 15.6 6.0 769 8.0 22.9

HC-14

9/29/2015 24.9 6.6 418 7.2 1.6

10/1/2015 23.8 8.6 477 7.2 2.2

3/17/2016 17.0 7.7 750 7.9 3.6 1 BA-1 Broken Arrow effluent 2 BN-1 Bixby North effluent 3 BS-1 Bixby South effluent 4 HC-1 Haikey Creek effluent

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Dissolved oxygen levels were consistently high in Arkansas River. Dissolved oxygen

levels were generally higher in the spring which is likely due to the higher flows observed in the

spring. Average flow in the fall was 849 cfs and the flow in the spring was 2,414 cfs.

Chlorophyll-a was 8-18 ug/L at all river stations assessed and could have some effect on

dissolved oxygen levels, so it was included in the model calibration.

Four YSI Sondes were installed in the river, one at Station AR-1, one at station AR-3, one

at station AR-4, and one at station AR-5 to record in-situ parameters during a 48-72 hour cycle.

The results of those measurements are presented in Figure 3.2. Diurnal fluctuation of dissolved

oxygen was quite large at AR-1 and AR-3 (more than 5 mg/L) but somewhat lower at AR-5

(approximately 2.9 mg/L). The minimum Sonde dissolved oxygen level encountered was 6.8

mg/L at AR-1.

Diurnal fluctuation of temperature was also relatively large while pH fluctuation was much

smaller (Figures 3.3 and 3.4). The largest temperature fluctuation was from AR-5, 20-27 °C, and

the largest pH fluctuation was at both AR-1 and AR-3 with pH ranging from 8.0 to 8.7 s.u.

(Appendix A). Gaps in the data for AR-3 and AR-4 reflect short time periods when the Sondes

came out of the water due to river flow fluctuation. Sondes were placed deeper into the river as

soon as it was discovered that they were not submerged, and they remained submerged for the

remainder of the September field study.

Instream flow measured during the fall study ranged from 611 cfs to 1,181 cfs. For the

spring study, flow measurements ranged from 1,714 cfs to 3,500 cfs. Flow at AR-1 was

estimated during the spring study (1,714 cfs) as the velocity and depth was too high to complete

all instream measurements. Looking at the flow from the Tulsa USGS gauge and comparing it

to the downstream Haskell USGS gauge estimates were made on travel time duration were

determined by flow. Higher flows had shorter travel times and vice versa. Once a flow travel

time relationship was determined. The estimate was calculated using a proportion that was

based on the USGS Tulsa gage flow (using a travel time of 9 hours) and the flow taken in

September at AR-1.

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Figure 3.2. Diurnal dissolved oxygen levels at AR-1, AR-3, AR-4, and AR-5.

Figure 3.3. Diurnal pH levels at AR-1, AR-3, AR-4, and AR-5.

6

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9/29/2015 9/30/2015 10/1/2015

Dis

solv

ed O

xyge

n (

mg/

L)

AR-1 AR-3 AR-4 AR-5

7.9

8

8.1

8.2

8.3

8.4

8.5

8.6

8.7

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9/28/2015 9/29/2015 9/30/2015 10/1/2015

pH

s.u

.

AR-1 AR-3 AR-4 AR-5

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Figure 3.4. Diurnal temperature levels at AR-1, AR-3, AR-4, and AR-5.

3.3.2 Time of Travel

Results of the TOT study completed in the Arkansas River were utilized to determine

average stream velocity. Rhodamine dye was injected in the river near the proposed outfall

location. Water samples were collected at stations AR-2 and AR-3 and were analyzed for dye

content using a fluorometer. Dye collected at AR-2 did not include the entire dye plume, so the

data from this site was not used. The Sonde at station AR-4 included a rhodamine probe that

measured rhodamine concentration continuously. It took the dye approximately 370 minutes to

reach peak concentration at station AR-3 which was approximately 3.5 miles downstream

(18,664 ft) from the injection site. Therefore, the average velocity of the dye plume in this

section of the river was 0.84 fps. AR-4 is approximately 5.66 miles (29,865 ft) downstream of

the dye injection point. It took 570 minutes for the dye concentration to peak at this site, an

average velocity of 0.87 fps in the primary reach studied. Data collected and used in the TOT

study are provided in Appendix B. The dye plume concentration curve for the injection point to

AR-4 is presented in Figure 3.5.

20

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9/28/2015 9/29/2015 9/30/2015 10/1/2015

Tem

per

atu

re (

C)

AR-1 AR-3 AR-4 AR-5

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Figure 3.5. Time of travel between dye injection point and the furthest downstream station.

4.0 Water Quality Modeling

The EPA supported water quality model QUAL2K (version 2.12b1) was utilized in this

study. A water quality model utilizes sophisticated mathematical equations and site specific

input data to predict water quality (parameter concentrations) under variable atmospheric and

hydrologic conditions. The QUAL2K model developed for this study was based on the existing

EPA approved and well established LAQUAL model for the same section of river (Appendix C)

and is the same model by which all the current discharger WLA’s to the river were permitted.

The version of the LAQUAL model that was converted to QUAL2K for this study included

updated reaches to evaluate the conceptualized low-water dams as discussed in the Arkansas

River Corridor Master Plan (http://riverprojectstulsa.info). The LAQUAL model and the QUAL2K

model also includes updated river hydraulics developed by INCOG and GBMc based on the

USACE HEC-RAS model outputs established for low water dam evaluation. The QUAL2K

model generally utilizes the same reaches and discharges as the LAQUAL model and was first

calibrated to observed conditions between Bixby and Coweta, to the extent possible, using the

field data collected during the September 2015 critical conditions field study. Model calibration

is the process by which site specific values for each interrelated water quality constituent

(dissolved oxygen, phosphorus, nitrogen, temperature, etc.) are utilized in the model as input

parameters and the model coefficients and constants are adjusted up and down (within

-3

-2

-1

0

1

2

3

4

5

6

7

-60 60 180 300 420 540 660 780 900 1020 1140 1260 1380 1500

Flu

ore

sce

nce

(u

g/L

)

Minutes elapsed

Dye Concentration at AR-4

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documented ranges) until the model predicts water quality similar to that observed in the field

study. The existing condition under which Bixby Public Works Authority discharges treated

wastewater effluent into the Arkansas River was the basis for the calibrated model. After an

acceptable calibration was completed, a WLA was determined under permit critical conditions.

In this case critical conditions are hot summer atmospheric conditions with the receiving stream

flow set to a very low flow of 1030 cfs (the annual 7Q2), all permitted discharges to the river set

to their permitted flow and limits; and the discharge from Bixby set to the proposed maximum

flow (5.0 mgd) and projected limits for CBOD5 and ammonia. This scenario, which is based on

multiple conservative assumptions, represents a “worst case” condition for a discharge to the

Arkansas River.

4.1 Calibrated Model Set-up and Input Rationale

QUAL2K is a one dimensional steady state river and stream model. The current version

is an enhancement of the QUAL2/QUAL2E model which has been used for hundreds of WLAs

across the nation. QUAL2K has enhanced eutrophication kinetics making it well suited to

modeling dissolved oxygen, phytoplankton, and nutrient dynamics in stream systems. Version

2.12b1 of the model was used for this study.

The QUAL2K model calibration was completed for the existing discharge scenario to the

Arkansas River. Water quality conditions observed during the critical season field study of

September 2015 were utilized in the model as both input data and as targets for calibration to

create a simulation of the existing stream system as “true to life” as possible. Specifically,

sample conditions observed on September 29 and 30, 2016 were the focus of the calibration for

the section of the river from just upstream of the current Bixby North outfall (AR-1) downstream

more than 18 miles to near Coweta. The dissolved oxygen measurements at each river station

(including Sonde data) on September 29 were used in the modeling to represent observed

oxygen levels in the river. Dissolved oxygen targets were between the minimum values

observed and the average values observed. The model in the Arkansas River was run for

approximately 55 miles (88 kilometers) with the furthest downstream segment (approximately 18

miles) being ‘calibrated’. The model was subdivided into reaches and each reach was further

subdivided into elements (or computational units) which the model uses to complete its mass

balance calculations and associated water quality predictions. There is one element for

approximately each river kilometer.

Soojung
Highlight
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The headwater location for the QUAL2K model calibration was established upstream of

Bixby approximately 28 miles (45 kilometers) at Keystone Dam, consistent with the LAQUAL

model configuration. Since the model headwater was upstream of field station AR-1, part of the

model calibration included matching the flow entering the AR-30 (Reach I.D. “US”) reach with

observed water quality at station AR-1. Modeling predictions were completed for the 55 miles

(88 kilometers) of stream broken into 42 reaches, including the headwater reach, each

described below.

Reach No. Reach I.D. Reach Description

Reach AR-1 Mainstem Headwater (Keystone Lake) From upstream of M8 to

Middle dam 8-pool (M8) (4 km).

Reach AR-2 M8 4 kilometer reach from M8 to Lower Dam 8-pool (L8).

Reach AR-3 L8 1 kilometer reach from L8 to Dam-8 (D8).

Reach AR-4 D8 1 kilometer reach from D8 to Downstream

Reach AR-5 T7 4 kilometer reach from Top of Dam-7 pool (T7) to Middle of

Dam-7 pool (M7).

Reach AR-6 M7 2 kilometer reach from M7 to Lower Dam-7 pool (L7)

Reach AR-7 L7 2 kilometer reach from L7 to Dam-7 (D7)

Reach AR-8 D7 2 kilometer reach from D7 to S-Springs WWTP (SS)

Reach AR-9 SS 5 kilometer reach from SS to Downstream

Reach AR-10 CH 4 kilometer reach from Channel u/s Sun Refinery (CH) to

Sun Refinery (SR)

Reach AR-11 SR 2 kilometer reach from SR to Zink Lake pool

Reach AR-12 MZ 1 kilometer reach from Middle of Zink Lake pool (MZ) to

Lower Zink Lake pool (LZ)

Reach AR-13 LZ 1 kilometer reach from LZ to Zink Dam (ZD)

Reach AR-14 ZD 1 kilometer reach from ZD to ZD

Reach AR-15 ZD 1 kilometer reach from ZD and Sinclair Refinery to Sinclair

Refinery

Reach AR-16 T6 2 kilometer reach from Top of Dam-6 pool and PSO-Tulsa

(T6) to Middle of Dam-6 pool (M6)

Reach AR-17 M6 1 kilometer reach from M6 to Lower Dam-6 pool (L6)

Reach AR-18 L6 1 kilometer reach from L6 to Dam-6 (D6)

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Reach No. Reach I.D. Reach Description

Reach AR-19 D6 4 kilometer reach from D6 and Tulsa S-Side WWTP to

Middle of Dam-5 pool (M5)

Reach AR-20 M5 2 kilometer reach from M5 to Lower Dam-5 pool (L5)

Reach AR-21 L5 1 kilometer reach from L5 to Dam-5 (D5)

Reach AR-22 D5 1 kilometer reach from D5 and Sapulpa WWTP discharge to

Top of Dam-4 pool (T4)

Reach AR-23 T4 2 kilometer reach from T4 to Middle of Dam-4 pool (M4)

Reach AR-24 M4 1 kilometer reach from M4/S. villa to Lower Dam-4 pool (L4)

Reach AR-25 L4 1 kilometer reach from L4 to Dam-4 (D4)

Reach AR-26 D4 3 kilometer reach from D4 and Top of Dam-3 pool to Middle

of Dam-3 pool (M3)

Reach AR-27 M3 2 kilometer reach from M3 to Lower Dam-3 pool (L3)

Reach AR-28 L3 1 kilometer reach from L3 to Dam-3 (D3)

Reach AR-29 D3 1 kilometer reach from D3 and downstream to Top of Dam-

2 pool (US)

Reach AR-30 US 4 kilometer reach from US to Bixby North WWTP (R1)

Reach AR-31 R1 1 kilometer reach from R1 to Mid Dam-2 pool (L2)

Reach AR-32 L2 1 kilometer reach from L2 to Dam-2 (D2)

Reach AR-33 D2 1 kilometer reach from D2 to Bixby South WWTP (T1)

Reach AR-34 T1 2 kilometer reach from T1 to Haikey Ck WWTP (M1)

Reach AR-35 M1 4 kilometer reach from M1 to Mid Dam-1 pool (L1)

Reach AR-36 L1 4 kilometer reach from L1 to Dam-1 (X1)

Reach AR-37 X1 1 kilometer reach from X1 to Broken Arrow WWTP (D1)

Reach AR-38 D1 1 kilometer reach from D1 to Downstream of BA WWTP

(BA)

Reach AR-39 BA 5 kilometer reach from BA to Further d/s towards Coweta

(BF)

Reach AR-40 BF 5 kilometer reach from BF to ¾ way to Coweta (CO)

Reach AR-41 CO 5 kilometer reach from CO to Coweta WWTP

Reach AR-42 CO 10 kilometer reach from Downstream of Coweta WWTP to

10 km d/s of Coweta- End

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The reaches used in the development of the QUAL2K model were generally from the

INCOG LAQUAL model and were established based on landmarks on the river (particularly

stream confluences), location of monitoring stations, outfalls, and locations of potential new low-

water dams. Appendix D presents tables of all input parameters for the calibrated and seasonal

models.

4.1.1 Channel Geometry and Hydrology

Stream channel geometry is an essential component of the QUAL2K model. For the

model to predict accurate water quality, accurate channel geometry is required. The QUAL2K

model used in this study utilizes rating curves (Equations 1 and 2) to simulate the Arkansas

River as a simple trapezoidal channel. The hydraulics derived from the HEC-RAS LAQUAL

modeling and geomorphic data collected during this study (Section 3.3.3) were used as the

basis for the channel geometry used in the modeling. Reaches above Bixby generally utilize the

HEC-RAS dimensions while data below Bixby utilize field data. In cases where the LAQUAL

channel dimensions were inconsistent with known river dimensions (generally where the profile

was adjusted to accommodate a low water dam feature) the rating curve coefficients were

replaced with more representative values. Data inputs required by QUAL2K to determine the

channel geometry are in the form of coefficients and exponents from the power based rating

curve equations. These equations were derived from HEC-RAS and channel velocity, depth,

and flow data (primarily from permanent transects and the dye study) collected in the river

during the spring and summer studies. The average channel geometry used in the QUAL2K

model is provided in Table 4.1, along with a comparison to field measured values. The model

velocity used was very close to the field observed velocity.

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Table 4.1. Comparison of field measured channel geometry to model utilized geometry.

Parameter

AR-1.51 AR-2 AR-3 AR-5 AR-7

Field Model Field Model Field Model Field Model Field Model

Average Width (m)

338 246 179 175 175 175 291 272 153 153

Average Depth (m)

0.72 0.95 0.41 0.42 0.37 0.42 0.32 0.40 0.44 0.55

Average CX-Area (m2)

244 233 74 74 65 74 92 108 67 84

Velocity (mps)

0.272 0.33 0.272 0.24 0.272 0.34 0.272 0.24 0.272 0.30

1AR-1.5 is the study reach near the South Plant outfall, only dimensional data was collected at AR-1.5 to represent a deeper river reach. 2Dye study based velocity.

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River flow used in the model calibration (22.58 m3/s) was taken from flows measured at

AR-1 and AR-3 on September 30, during the dye study (Table 4.2). Regulatory flows (7Q2)

used in the critical, spring and winter models were taken from the most recent USGS streamflow

summaries (Lewis and Esralew, 2009). Using the river flow QUAL2K is then able to internally

calculate channel geometry and velocity from flow inputs using the rating curve Equations 1 and

2. Flow from dischargers used in the calibration modeling was also taken from flows recorded

during the September study for those downstream of Bixby, or calibrated using DMR data

(Appendix D) for those upstream of Bixby. Critical scenario discharger flows were set to the

permitted flow of each facility and at the proposed flow for the combined Bixby discharge.

Table 4.2. Flow rates used in the QUAL2K modeling.

Flow Conditions Calibration Critical Scenario Validated Model

ft3/sec m3/sec ft3/sec m3/sec ft3/sec m3/sec

Arkansas River Headwater 797 22.6 10301 29.1 3655 103

NPDES Dischargers mgd m3/sec mgd m3/sec mgd m3/sec

Bixby North Lagoon 0.98 0.043 0.00 0.0000 0.98 0.043

Bixby South Lagoon 0.48 0.021 5.00 0.1270 0.62 0.027

RMUA Haikey Cr WWTP 13.03 0.571 16.00 0.7008 13.81 0.605

Broken Arrow WWTP 2.51 0.110 8.00 0.3506 4.57 0.200 1Critical headwater flow is the summer 7Q2 (Lewis and Esralew, 2009).

Equation 1 𝑈 = 𝑎𝑄𝑏

Equation 2 𝐻 = 𝛼𝑄𝛽

Where: U = Velocity (m/s)

a = Velocity coefficient

b = Velocity exponent

Q = Stream flow rate (cms)

H = Depth (m)

α = Depth (stage) coefficient

β = Depth exponent

Longitudinal dispersion may be entered by the user or calculated internally using the

QUAL2K model. For this modeling exercise, dispersion was calculated internally by the QUAL2K

model using Equation 3 presented below.

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Equation 3 Ep,i = 0.011*

22

ii

ii

UH

BU

Where: Ep.i= Longitudinal dispersion between elements i and i +1

[m2/s2]

Ui = velocity [m/s]

Bi = width [m]

Hi = mean depth [m]

U*

i = shear velocity [m/s]

4.1.2 Headwater Conditions

Headwater (HW) initial conditions were based on either headwater inputs from the

original LAQUAL model or field data collected in September 2015 from Station AR-1. Ancillary

constituents, such as alkalinity, were estimated. Dissolved oxygen was set to the mean (6.9

mg/L) of the data recorded by the USGS at the Tulsa gauge for September 28-29. A summary

of the headwater conditions is presented in Table 4.3. Since the headwater in the model is not

the actual headwater to the calibrated reach (reach 30) the discharger inputs (loads) were

adjusted to match DMR data (where available) and utilized to calibrate dissolved oxygen,

CBOD5, ammonia, phosphorus, and nitrate to match the levels measured at AR-1, which

represents water quality in reach AR-30 (“US” in model).

Table 4.3. Headwater conditions for the calibrated model.

Parameter Value Units

Temperature 24.20 °C

Conductivity 1157.00 mhos

Inorganic Suspended Solids1 16.00 mg/L

Dissolved Oxygen 6.90 mg/L

CBOD-fast 2.00 mg/L

CBOD-slow3 2.00 mg/L

Dissolved Organic Nitrogen 630.00 g/L

NH3-N 150.00 g/L

NO3-N 500.00 g/L

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Parameter Value Units

Dissolved Organic Phosphorus2 50.00 g/L

Inorganic Phosphorus 140.00 g/L

Detritus1 4.00 mg/L

Alkalinity 130.00 mg/L

pH 8.10 s.u. 1Inorganic suspended solids are equivalent to TSS – VSS and detritus is equivalent to VSS. 2Org P is equivalent to total phosphorus minus ortho-phosphorus. 3 CBOD-slow was set to the CBOD-fast value or half the MDL.

4.1.3 Dissolved Oxygen Controlling Rates and Constants

Reaeration

The original EPA approved LAQUAL model utilized the O’Connor-Dobbins equation to

calculate reaeration in each reach. This equation produced reaeration values between 0.7/d

and 28.5/d with an average of 9.0/d. Resulting dissolved oxygen levels matched the observed

data well so the O’Connor-Dobbins equation was retained for the QUAL2K modeling. To add a

level of conservatism to the model any reach predictions with reaeration greater than 10/d were

decreased to 10/d (with the exception of the Zinc Dam reach which was set slightly higher at

14/d to allow for higher reaeration over the dam). For the critical season WLA modeling, with no

wind, resulted in reaeration ranging between 0.5/d and 14/d with an average of 6.4/d.

Dissolved Oxygen Decay Constants

The rates required for the QUAL2K routines that directly affect the dissolved oxygen in

the Arkansas River were CBOD oxidation, ammonia nitrification, and sediment oxygen demand.

A CBOD oxidation rate of 0.3/d was used for the majority of the reaches, however a CBOD

oxidation rate of 0.35/d was used for some reaches below large discharges or in deep areas.

This is on the high end of the ranges reported in EPA 823-B-97-002 (USEPA, 1997) but remains

consistent with the original LAQUAL model and is believed to be conservative. The majority of

the CBOD was assumed to be CBOD-fast. However, in the absence of site specific data

CBOD-slow was accounted for at one-half the level of CBOD-fast to add further

conservativeness to the modeling. Ammonia oxidation (nitrification) was determined through

model calibration and was set at a value of 0.35/d. This rate was also set conservatively high to

account for the minimal amount of nitrogenous decay observed in the river during the study.

The sediment oxygen demand (SOD) values in the original modeling varied from 0.65 g/m2/d to

0.8 g/m2/d in the river. The higher values were set in the river reaches below the effluent

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dischargers to account for possible TSS/BOD accumulation on the river bottom, though none

was observed anywhere in the system. It is also likely that the large flows routinely exhibited in

the river, in excess of 10,000 cfs, create a flushing effect that prevents buildup of particulate

organic matter. These SOD rates are within the literature ranges (EPA 823-B-97-002) (USEPA,

1997) and were maintained in the current modeling as they allowed for reasonable calibration.

4.1.4 Light and Heat

Light models utilized in the QUAL2K modeling were those recommended for general

usage in the QUAL2K model documentation (Chapra, 2003). Light extinction coefficients were

the default values recommended in the QUAL2K documentation (Chapra, 2003). The

background light extinction coefficient was estimated using professional judgment and model

calibration sensitivity. All light and heat inputs are provided in Appendix D.

4.1.5 Atmospheric Data

QUAL2K requires atmospheric data inputs. Hourly data for air temperature, wind speed,

dew point, and cloud cover are necessary inputs in the model. Atmospheric data used for the

calibration were derived from the time period of the study (September 29-30, 2015) from the

National Oceanic and Atmospheric Administration (NOAA) Tulsa International Airport

station. The average of each daily value during the study was utilized in the calibration. Air

temperature over 24-hours ranged from 14.0-25.7 degrees C, dew point averaged 18.2 degrees

C, wind speed ranged from 0.291-0.872 m/s, and cloud cover was 4%-8%.

For the critical season modeling scenarios the air temperature was increased to 32°C,

the wind speed was reduced to 0 m/s, and cloud cover was reduced to 0% to provide

conservative model predictions related to dissolved oxygen solubility and reaeration potential.

Other atmospheric data remained the same as in the calibration.

4.1.6 Point Source Inputs

In the QUAL2K model, stream tributaries and wastewater discharges are all placed

under the point source category in the modeling framework. There are four dischargers

represented in the calibrated portion of the model including Bixby North, Bixby South, Haikey

Creek and Broken Arrow. No tributaries were contributing significant flow during the critical

season field study in the study reaches. In the river reaches upstream of Bixby there are 13

additional discharges that are included in the model.

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Data inputs for the point sources in the calibrated reaches near Bixby originated from

field data collected during the September 2015 study. Data inputs for the remaining

dischargers, upstream of Bixby, were from their OPDES permits and/or DMR data for the study

timeframe. Table 4.4 below summarizes the point source inputs used in the modeling

calibration.

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Table 4.4. Summary of selected Point Source inputs utilized in the model calibration.

Point Source Flow (mgd)

Temperature (ºC)

Inorganic Suspended

Solids (mg/L)1

Dissolved Oxygen (mg/L)

CBOD-slow (mg/L)2

CBOD-fast (mg/L)

Org N (µg/L)

Ammonia (µg/L)

Nitrate-Nitrite (µg/L)

Org P (µg/L) 3

Inorganic P (µg/L)

Detritus1 (mg/L)

pH (s.u.)

Sand Cr Lagoon 0.750 29.5 0 2 29 57.5 2000 7200 3000 0 0 0 7

Sand Springs WWTP 1.803 29.5 8.3 2 14 27 2000 21200 3000 0 1000 8.3 7

Sun Refinery 1.689 29.5 4.3 2 2.7 5.4 2000 500 3000 0 1000 4.3 7

Sinclair Refinery 2.990 29.5 7 2 2.5 5 2000 1200 3000 0 1000 7 7

PSO Tulsa Station 0.502 29.5 4 2 11.5 23 2000 1200 3000 0 0 4 7

Tulsa S side WWTP 20.200 29.5 2.3 2 1.6 3.1 2000 100 3000 0 1000 2.3 7

Sapulpa WWTP 3.401 29.5 9.2 2 3.7 7.3 2000 500 3000 0 1000 9.2 7

Polecat Creek 12.216 29.5 0 5.77 5.7 11.4 2000 1920 3000 0 0 0 7

PSO Riverside Sta 1.506 29.5 3.3 2 2.3 4.6 2000 1200 3000 0 0 3.3 7

Jenks WWTP 1.803 29.5 2.5 2 2.2 4.4 2000 1300 3000 0 1000 2.5 7

Cogentrix Power 0.297 29.5 2.5 2 1 2 0 1200 0 0 0 2.5 7

Glenpool WWTP 0.708 29.5 6.6 2 6.5 12.9 2000 2600 3000 0 1000 6.6 7

Kimberly Clark WWTP 1.506 29.5 7.8 2 1.5 3 2000 400 3000 0 1000 7.8 7

Bixby North Lagoon 0.981 25 2 3.3 7.3 3.7 2000 26000 2900 400 4400 13 7.3

Bixby South Lagoon 0.479 24.4 5 3.9 7.9 3.1 1440 460 14000 400 2900 16 7.2

RMUA Haikey Cr WWTP 13.033 24.9 2 6.6 1 2 900 100 500 100 1000 2 7.2

Broken Arrow WWTP 2.511 24.6 2 6.7 1 2 850 650 500 0 2500 2 7.4

Coweta WWTP 0.763 29.5 5 2 28.8 57.5 2000 7200 3000 0 1000 5 7 1Inorganic suspended solids are equivalent to TSS – VSS and detritus is equivalent to VSS. 2CBOD-slow = ½ CBOD5 in absence of field data in most instances. 3Org P is equivalent to total phosphorus minus ortho-phosphorus. Where organic P= 0, all P was either inorganic or assumed to be inorganic.

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4.1.7 Eutrophication Inputs

Phytoplankton levels were moderate in the river over the course of the study

(chlorophyll-a 8 – 18 µg/L) and could be a factor on dissolved oxygen levels, so the

eutrophication routines of the model were turned on for phytoplankton. A growth rate of 1.2/day

and a respiration rate of 0.15/day were utilized as conservative inputs. The chlorophyll-a levels

predicted by the model at these rates are very close to the observed data from September 29,

2015. Model inputs are provided in Appendix D.

4.2 QUAL2K Calibration Results

The QUAL2K model was calibrated to dissolved oxygen, ammonia, CBOD-fast,

phosphorus, nitrate and chlorophyll-a. The resulting calibration results in fairly balanced nutrient

levels and indicate the model is stable for eutrophication use (see nitrate, ammonia, and

phosphorus model outputs). The following charts (Figures 4.1 - 4.6) depict the model

predictions for each parameter plotted against the observed conditions monitored during the

field study. Each parameter utilized in the calibration represented field conditions fairly

accurately. The lower half of the range (minimum to mean) of dissolved oxygen measurements

made at each station (including Sondes) on September 29, 2015 was used in the model

calibration. The minimum dissolved oxygen concentration observed during grab sampling

between stream reaches AR-1 and AR-7 on September 29, 2015 was 7.5 mg/L (station AR-1).

Minimum DO measured by the Sondes ranged from 6.8 mg/L at AR-1 to 7.4 mg/L at AR-3 and

AR-4. Average DO levels measured by the Sondes ranged from 8.8 mg/L at AR-4 to 9.8 mg/L

at AR-1. Results from the calibrated model predictions are provided in Appendix E.

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Figure 4.1. Dissolved oxygen levels predicted by the calibrated model compared to observed field

levels.

Figure 4.2. Ammonia levels predicted by the calibrated model compared to observed field levels.

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

12.00

13.00

14.00

760780800820840860880

Dis

so

lve

d O

xyg

en

(m

g/L

)

Kilometers

Calibration Prediction

Observed Min (Sonde)

Observed Mean (Sonde)

Observed Grabs on 9/29/15

0.0

50.0

100.0

150.0

200.0

250.0

300.0

350.0

400.0

760780800820840860880

Am

mo

nia

(u

g/L

)

Kilometers

Calibration Prediction

Observed Data

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Figure 4.3. CBOD5 (fast) levels predicted by the calibrated model compared to observed field levels (MDL is method detection limit).

Figure 4.4. Phytoplankton/Chlorophyll-a levels predicted by the calibrated model compared to

observed field levels.

0.0

1.0

2.0

3.0

4.0

5.0

760780800820840860880

Fa

st

CB

OD

o

r C

BO

D5

(m

g/L

)

Kilometers

Calibration Prediction

Observed Data

Observed at 1/2 MDL

4.0

6.0

8.0

10.0

12.0

14.0

16.0

770780790800810820830840850860870880

Ph

yto

pla

nkto

n/C

hlo

rop

hyl-

a (u

g/L

)

Kilometers

Calibration Prediction

Observed Data

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Figure 4.5. Inorganic phosphorus levels predicted by the calibrated model compared to observed field

levels.

Figure 4.6. Nitrate levels predicted by the calibrated model compared to observed field levels (MDL is the

method detection limit).

0.0

100.0

200.0

300.0

400.0

500.0

770780790800810820830840850860870880

Ino

rga

nic

Ph

os

ph

oru

s (

ug

/L)

Kilometers

Calibration Prediction

Observed Data

0.0

100.0

200.0

300.0

400.0

500.0

600.0

700.0

800.0

900.0

1000.0

760780800820840860880

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rate

-Nit

rite

(u

g/L

)

Kilometers

Calibration Prediction

Observed Data

Observed at 1/2 MDL

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Calibrated Model Sensitivity Analysis

Once a water quality model has been calibrated it is appropriate to determine how

sensitive the predictions are (how much they can fluctuate) to variation of key input parameters.

This determination is called a sensitivity analysis. The focus of the QUAL2K sensitivity analysis

is dissolved oxygen, as it is the key parameter determining maintenance of water quality

standards from oxygen demanding wastes. The sensitivity analysis was completed by

increasing or decreasing key input parameters (variables) by 25%, and noting the effect on the

dissolved oxygen sag predicted as compared to the base calibrated model. If a higher or lower

dissolved oxygen value was observed at or near the sag point (as a result of the input

parameter variation), it was noted as the percent excursion from the original value calculated. A

summary of the sensitivity results is presented in Table 4.5.

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Table 4.5. Summary of dissolved oxygen sensitivity analysis for the calibrated model.

Variable Calibrated

Value

Sensitivity Adjustment Resulting Dissolved Oxygen Levels Base Dissolved Oxygen = 7.38 mg/L

Plus 25% Minus 25%

At +25% At -25%

T1 Bixby South

Greatest % Change

T1 Bixby South

Greatest % Change

Time of Travel (days) (1)

0.28 0.36 0.21 7.19 2.57 7.37 -0.14

Avg. SOD (g/m2/d) 0.65 0.81 0.49

7.35 0.41 7.41 0.41 0.75 0.94 0.56

Reaeration (1/d) 8.97 11.21 6.73 7.45 -0.95 7.28 -1.36

Ammonia decay (oxidation)

0.35 0.44 0.26 7.37 0.14 7.4 0.27

HW Flow (m3/s) 22.58 28.23 16.94 7.4 -0.27 7.36 -0.27

HW Temp (ºC) 24.2 30.25 18.15 7.33 0.68 7.45 0.95

HW DO (mg/L) 6.9 8.63 5.18 7.38 0.00 7.38 0.00

CBOD Decay (1/d) 0.3 0.38 0.23 7.37 0.14 7.4 0.27

0.35 0.44 0.26

Water Depth (m) 0.51 0.64 0.38 7.19 2.57 7.59 2.85

Phytoplankton Growth Rate (1/d)

1.20 1.50 0.90 7.43 -0.68 7.35 -0.41

Respiration Rate (1/d)

0.15 0.19 0.11 7.36 0.27 7.41 0.41

1 Velocity was increased and decreased by 25% to represent TOT influence on oxygen predictions.

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An increase in water depth was found to have the greatest adverse effect (-2.6%) on the

dissolved oxygen predictions. This variation is minimal and the model can be considered

insensitive to variation of these coefficients/constants.

4.3 Model Validation The calibrated QUAL2K model was then validated using the field data collected during

the March 2016 synoptic field study. Model headwater conditions, air temperature and point

source discharge conditions were adjusted to those observed during the field study. Point

source discharger characteristics not sampled were input based on DMR data. All rates,

constants, coefficients, and channel hydraulics remained the same as those in the calibrated

model. Input values for the validation are provided in Appendix D.

The model was then run and dissolved oxygen levels were predicted by the model

(Figure 4.7). The predictions are within approximately 0.5 mg/L of the observed dissolved

oxygen measurements. Considering these measurements were likely not at absolute minimum

oxygen in the river that day the predictions are believed to be a very good match to average

field conditions. The ability of the model to predict dissolved oxygen levels accurately under

various flow, pollutant loading, and atmospheric conditions provides a good level of certainty

that the model is calibrated sufficiently.

Figure 4.7. Model predictions compared to a different observed field data set, validating accuracy of

calibration.

2.0

4.0

6.0

8.0

10.0

12.0

14.0

770780790800810820830840850860870880

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so

lved

Oxyg

en

(m

g/L

)

Kilometers

Validation prediction

WQS = 5.0 mg/L

Observed Data

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4.4 Modeling Critical Season Simulation Results

Once the model calibration was completed, validated, and determined to be acceptable,

the model was adjusted to represent critical conditions (low flow high temperture period during

summer) to determine an oxygen demanding WLA for Bixby. Adjustment to critical conditions

generally required 1) the HW flow be adjusted to the critical (summer) 7Q2 flow of 1030 cfs

(Lewis and Esralew, 2009), 2) the HW temperature be adjusted up to 32˚C (the Oklahoma

summer WQS), 3) the HW dissolved oxygen be adjusted to 81% saturation at 32˚C (a

conservative assumption based on minimum saturation observed in the field), 4) each point

source discharge temperature be adjusted to 32˚C, and 5) the dissolved oxygen be set at a low

and attainable level for the dischargers, which is conservatively 2.0 mg/L. No reaeration from

wind was utilized in the modeling. Model inputs are provided in Appendix D. The model was

then run to determine the appropriate WLA for oxygen demanding wastes (CBOD5 and

ammonia) for the combined discharge from the Bixby South Plant location.

Typically a WLA is determined through a two-step process. First, the maximum

assimilative capacity of the stream system is determined. To accomplish this, loading of

ammonia and CBOD5 are increased in the discharge(s) until the model predicts a dissolved

oxygen decrease to approximately the WQS (5.0 mg/L). At this point no additional oxygen

demanding substances could be discharged without reducing instream dissolved oxygen below

the 5.0 mg/L WQS. Second, the loading of CBOD5 and ammonia in the discharges would be

reduced, to provide the minimum (15%) margin of safety (MOS) required by ODEQ for complex

multi-discharger systems. The assimilative capacity of the Arkansas River was found to be

large compared to the load of CBOD and ammonia discharged by the permitees evaluated.

This is mostly due to the fairly high 7Q2 of the river (1,030 cfs) and the shallow, fast moving

nature of the river channel which allows for optimal reaeration. The possible maximum

assimilative capacity of the river is 25% higher than the WLA desired by Bixby Public Works

Authority and is in excess of the 15% MOS required for calibrated models.

Descriptions of each modeling scenario including additional details on inputs and set-up

are provided below. Table 4.6 provides the key point source data utilized in the modeling for

each discharger. Detailed point source inputs are provided in Appendix D. Both the Haikey

Creek and the Broken Arrow WWTP’s have limits for BOD5 (which includes oxygen demand for

nitrogen) rather than CBOD5. BOD5 was treated as CBOD-fast in the model, which is

conservative, since ammonia is also a discharger input in the model.

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Results of the revised modeling indicate that the WLA for Bixby with a 25% MOS would

be 1,251 lbs of CBOD5 and 626 lbs of ammonia at a flow of 5.0 mgd. The MOS is based on the

minimum dissolved oxygen level predicted by the model of 5.0 mg/L (5.3 mg/L average) at the

WLA plus an additional load of 25% for CBOD5 and ammonia for all point source dischargers in

the Arkansas River from Keystone Dam to Coweta, OK. Total load from dischargers in the

calibrated reaches of the river under this scenario are provided in Table 4.6. Inputs for other

dischargers is provided in Appendix D. The maximum available loading to the system for Bixby

and the other two nearby dischargers combined is approximately 9,070 lbs of CBOD5 and 4,535

lbs of ammonia (Table 4.6). A comparison of the dissolved oxygen sag under the maximum

wasteload and the proposed allocation for Bixby with 25% MOS is presented in Figure 4.8. This

figure displays the oxygen sag at the average dissolved oxygen prediction. Since the Oklahoma

Water Quality Standards allows for a 1.0 mg/L diurnal deficit (785:45-12, Appendix G, Table 1)

the 25% MOS is considered very conservative as it is based on minimum dissolved oxygen

rather than the allowed average. Additional results from modeling are presented in Figures 4.9 -

4.10. Detailed model predictions are provided in Appendix E.

Table 4.6. Summary of point source inputs utilized in Bixby WLA for oxygen demanding wastes.

Point Source: Maximum Allocation Proposed Bixby WLA1 (with 25%

MOS)

Parameter Bixby South WWTP

RMUA Haikey Cr

WWTP

Broken Arrow WWTP

Bixby South WWTP

RMUA Haikey Cr

WWTP

Broken Arrow WWTP

Flow (mgd)

5.0 16.0 8.0 5.0 16.0 8.0

Dissolved Oxygen (mg/L)

2.0 2.0 2.0 2.0 2.0 2.0

CBOD-fast (mg/L)

37.5 37.5 37.5 30.0 30.0 30.0

Ammonia (mg/L)

18.75 18.75 18.75 15.0 15.0 15.0

BODu2 Load (lb/day)

7,780 24,895 12,447 6,224 19,916 9,958

1Bixby proposed WLA and other discharges at permit limits. 2BOD ultimate load based on QUAL2K stoichiometry for CBOD and ammonia.

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 39

Figure 4.8. Dissolved oxygen levels in the Arkansas River under the proposed WLA compared to a

simulated maximum assimilative capacity of the river.

Figure 4.9. Ammonia concentration (ug/L) predictions in the river under the proposed WLA.

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

760780800820840860880

Dis

so

lve

d O

xyg

en

(m

g/L

)

Kilometers

Average Oxygen Levels at Proposed WLA

Average Oxygen Levels at Max Capacity (+25% Load)

Minimum (Diel) Oxygen Levels at Max Capacity (+25% Load)

WQS = 5.0 mg/L

0.00

200.00

400.00

600.00

800.00

1000.00

1200.00

1400.00

760780800820840860880

Am

mo

nia

(u

g/L

)

Kilometers

Critical WLA

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 40

Figure 4.10. CBOD5 concentration (mg/L) predictions in the river under the proposed WLA.

4.5 Seasonal WLA Modeling In addition to the establishment of a WLA for the critical season (summer) it is necessary

to establish WLA’s for spring and winter seasons as well. To accomplish this the critical model

was re-set to each seasonal required conditions. These conditions are provided in Table 4.7.

Table 4.7. Seasonal inputs for WLA Model.

Parameter Spring Winter

HW Flow (cfs)1 2,790 1,030

HW Temp (ºC) 25 18

HW DO (mg/L) 6.6 7.6

Air Temp (ºC) 25 18

Discharger Temp (ºC) 25 18 1Headwater flows are seasonal 7Q2 values (Lewis and Esralew, 2009).

All other inputs were maintained the same as those in the critical model evaluated at

maximum assimilate capacity (25% increase in load above proposed WLA). Model results

indicate that the assimilative capacity during spring and winter are greater than during the

summer. Therefore, the same allocation can be used year round and will be conservative.

Results of the seasonal modeling are provided in Figures 4.11 and 4.12.

0.00

1.00

2.00

3.00

4.00

5.00

760780800820840860880

Fa

st

CB

OD

o

r C

BO

D5

(m

g/L

)

Kilometers

Critical WLA

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 41

Figure 4.11. Spring season model predications at maximum critical season load.

Figure 4.12. Winter season model predictions at maximum critical season load.

5.0 Discussion of Findings

The morphology of the Arkansas River provides for optimal reaeration, as it is a wide

and shallow stream and composed of a sand substrate that is generally non-oxygen demanding.

In addition, the high ratio of 7Q2 flow (1,030 cfs) to effluent discharges in the lower river (45 cfs)

2.00

4.00

6.00

8.00

10.00

12.00

14.00

770780790800810820830840850860870880

Dis

so

lve

d O

xyg

en

(m

g/L

)

Kilometers

Spring Season

WQS = 6.0 mg/L

2.00

4.00

6.00

8.00

10.00

12.00

14.00

770780790800810820830840850860870880

Dis

so

lved

Oxyg

en

(m

g/L

)

Kilometers

Winter Season

WQS = 5.0 mg/L

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 42

and high instream velocities keep pollutant concentrations low and dissolved oxygen levels high

through efficient reaeration. The conditions in the river are shown to assimilate oxygen

demanding wastes effectively.

The requested WLA for Bixby is presented in Table 5.1. This represents a combination

of their North and South Plant discharges into a single outfall (at the South Plant location) with a

flow of 5.0 mgd and a change in the permitted parameter from BOD5 to CBOD5; and a new

ammonia limit of 15.0 mg/L. This WLA is designed to be implemented in an OPDES permit as a

monthly average.

Table 5.1. Summary of requested WLAs for Bixby.

Season Flow (mgd)

CBOD5 (mg/L)

CBOD5 Load

(lbs/day)

Ammonia (mg/L)

Ammonia Load

(lbs/day)

Summer 5.0 30.0 1251 15 626

Winter 5.0 30.0 1251 15 626

Spring 5.0 30.0 1251 15 626

The requested WLA includes a 25% MOS, which equates to approximately 1314 lbs. of

additional CBOD5 and 656 lbs of additional ammonia that could be discharged in the same

section (Bixby WWTP and Haikey Creek WWTP) of the river without violating the WQS. In

addition, the 25% MOS was assessed in the entire modeled reach of the river from Keystone

Dam to Coweta, and included a 25% increase in load for each of the 17 NPDES permitted

discharges and still maintained the 5.0 mg/L dissolved oxygen standard. The requested WLA is

consistent with other WLA’s in the Arkansas River near Tulsa, from a concentration perspective,

and is much lower than many of the WLA’s from a loading perspective (Table 5.2).

Table 5.2. Monthly average permit limits for key discharges.

Discharger BOD5 (mg/L)

BOD5 (lb/d)

Ammonia (mg/L)

Ammonia (lb/d)

Holly Frontier East 31.5 368 16.2 189

Holly Frontier West

55.1 1,289 18.6 544

Tulsa South Side 30 10,508 MR MR

Sapulpa 25* 1,460* 4.1 239

Jenks 30 500 MR MR

Glenpool 30 360 MR MR

Tulsa-Haikey Creek

30 4,003 MR MR

Broken Arrow 30 2,002 MR MR *CBOD5 MR= Monitor and Report only

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Wasteload Allocation Report – Bixby Public Works Authority

August 9, 2016 43

6.0 References

Bowie, G.L., et.al. 1985. Rates, Constants, and Kinetics Formulations in Surface Water

Quality Modeling, 2nd Edition. EPA/600/3-85/040. USEPA. Athens, GA.

Brown, L.C. and Barnwell, T.O. 1987. The Enhanced Stream Water Quality Models

QUAL2E and QUAL2E-UNCAS: Documentation and Users Manual. EPA/600/3-87/007. USEPA.

Athens, GA.

Chapra, S.C. 1997. Surface Water Quality Modeling. McGraw-Hill Co. New York, NY.

Chapra, S.C. and Pelltier, G.J. 2003. QUAL2K: A Modeling Framework for Simulating

River and Stream Quality. Civil and Environmental Engineering Dept., Tufts University, Medford,

MA.

GBMc & associates. 2008. Quality Assurance Plan (Scientific and Field Studies). GBMc

& Associates, Bryant, AR

GBMc & Associates. August 2015. Workplan for Development of a Wasteload Allocation

for the Bixby Public Works Authority – Intensive Stream Survey and Modeling of the Arkansas

River near Bixby. GBMc & Associates, Bryant, AR.

Kilpatrick, F.A., Wilson, J.F. 1989. Techniques of Water Resources Investigations of the

United States Geological Survey, Chapter A9, Measurements of Time of Travel in Streams by

Dye Tracers. USGS. United States Government, Denver, CO.

Lewis, J.M, and Esralew, R.A. 2009. Statistical Summaries of Streamflow in and near

Oklahoma Through 2007. SIR 2009-5135. U.S. Geological Survey, Reston, VA.

OWRB. 2013. Oklahoma Water Quality Standards. Oklahoma Administrative Code,

Title 785 Chapter 45 (OAC 785:45).

USEPA. 1987. The Enhanced Stream Water Quality Models QUAL2E and QUAL2E-

UNCAS: Documentation and Users Manual. EPA/600/3-87/007. U.S. Environmental Protection

Agency, Office of Research and Development, Athens, GA.

USEPA. 1997. Technical Guidance Manual for the Developing Total Maximum Daily

Loads, Book 2: Streams and Rivers. EPA 823-B-97-002. U.S Environmental Protection

Agency, Office of Water, Washington, D.C.

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Appendix A Water Quality Data

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Water Quality Data Summary 

Site  Date TimeTemp (◦C)

Dissolved Oxygen (mg/L)

Dissolved Oxygen (%)

Specific conductivity (µS/cm)

pHTurbidity (NTU)

Flow (MGD)

TKN (mg/L)

Alkalinity (mg/L)

TDS (mg/L)

VSS (mg/L)

NH3‐N (mg/L)

Ortho‐P (mg/L)

Carbonaceous BOD‐2 (mg/L)

Carbonaceous BOD‐5 (mg/L)

Carbonaceous BOD‐9 (mg/L)

Carbonaceous BOD‐14 (mg/L)

Carbonaceous BOD‐20 (mg/L)

BOD‐5 (mg/L)

TOC (mg/L)

TSS (mg/L)

Phosphorus (mg/L) 

NO3‐NO2‐N (mg/L)

AR‐1 9/28/2015 1550 27.0 9.9 124.9 2287 8.6 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐AR‐1 9/29/2015 845 24.2 7.5 89.1 1157 8.1 9.4 611 <1.0 130 960 <4.0 0.37 0.14 <2.00 <2.0 <2.00 <2.00 <2.00 ‐‐ 6.2 18 0.19 <0.50AR‐1 10/1/2015 805 20.6 7.3 81.2 966 8.2 5.7 ‐‐ <1.0 140 910 <4.0 0.71 0.14 <2.00 <2.0 <2.00 2.10 2.40 ‐‐ 6.2 7 0.19 <0.50AR‐1 3/16/2016 900 12.7 9.3 87.5 2275 7.8 12.5 971.30 2.7 160 1300 7.3 <0.10 0.04 <2.00 2.3 2.90 4.60 8.50 2.40 7.3 39 0.15 0.77AR‐2 9/29/2015 930 24.2 8.3 98.9 1119 8.3 17.7 ‐‐ <1.0 130 940 <4.0 0.14 0.18 <2.00 <2.0 <2.00 <2.00 2.10 ‐‐ 6.4 25 0.25 <0.50AR‐2 10/1/2015 900 18.7 8.4 90.2 960 8.4 12.6 ‐‐ <1.0 140 880 <4.0 0.52 0.21 <2.00 <2.0 <2.00 2.60 2.90 ‐‐ 6.3 15 0.26 <0.50AR‐2 3/16/2016 1000 13.3 10.0 95.3 2091 8.1 14.1 ‐‐ 2.0 150 1300 <7.0 0.10 0.12 ‐‐ <2.0 ‐‐ ‐‐ ‐‐ 2.30 7.9 27 0.24 0.74

AR‐2 dup 3/16/2016 1002 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 2.8 150 1300 6.7 0.10 0.12 ‐‐ <2.0 ‐‐ ‐‐ ‐‐ 2.20 7.0 28 0.24 0.89AR‐3 9/28/2015 1645 26.8 9.5 119.7 2220 8.6 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐AR‐3 9/28/2015 1700 26.8 9.5 119.7 2220 8.6 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐AR‐3 9/29/2015 1545 23.3 10.3 120.9 1685 8.5 ‐‐ 1181.07 <1.0 130 950 <4.0 0.22 0.18 <2.00 <2.0 <2.00 <2.00 <2.00 ‐‐ 6.8 22 0.24 <0.50AR‐3 10/1/2015 1010 17.2 8.4 91.2 971 8.3 11.5 ‐‐ <1.0 150 880 <4.0 0.84 0.19 <2.00 <2.0 <2.00 <2.00 3.30 ‐‐ 6.6 14 0.25 <0.50AR‐3 3/16/2016 1050 13.4 9.5 90.8 1997 8.1 21.0 2262 2.2 150 1200 6.7 0.10 0.12 <2.00 <2.0 <2.00 2.10 3.30 2.10 6.9 40 0.20 0.73

AR‐3 dup 9/29/2015 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ <1.0 ‐‐ 940 4.4 <0.10 0.18 <2.00 <2.0 <2.00 <2.00 <2.00 ‐‐ 6.8 26 0.23 <0.50AR‐4  9/28/2015 1745 26.6 9.2 116.0 2222 8.7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐AR‐4  9/29/2015 1035 24.7 7.8 94.7 1134 8.3 16.4 ‐‐ <1.0 130 940 4.4 0.19 0.18 <2.00 <2.0 <2.00 <2.00 2.10 ‐‐ 6.9 25 0.22 <0.50AR‐4  10/1/2015 1110 20.9 8.3 93.1 957 8.5 13.8 ‐‐ <1.0 150 910 <4.0 0.42 0.18 <2.00 <2.0 2.50 3.00 3.30 ‐‐ 6.7 17 0.24 <0.50AR‐4  3/16/2016 1115 13.9 9.8 95.6 1925 8.1 33.3 ‐‐ 2.6 140 1200 <7.0 <0.10 0.09 ‐‐ <2.0 ‐‐ ‐‐ ‐‐ 2.20 7.2 60 0.21 0.70AR‐5 9/28/2015 1830 26.4 8.9 112.3 2251 8.7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐AR‐5 9/29/2015 1130 25.7 8.2 100.5 1147 8.4 14.1 756.09 1.0 130 960 4.8 0.21 0.15 <2.00 <2.0 <2.00 <2.00 2.10 ‐‐ 6.1 24 0.21 <0.50AR‐5 10/1/2015 1140 22.8 8.5 99.4 951 8.5 12.7 ‐‐ 1.0 150 900 <4.0 0.48 0.18 <2.00 <2.0 <2.00 2.20 2.80 ‐‐ 5.9 16 0.22 <0.50AR‐5 3/16/2016 1150 13.9 9.7 94.3 2022 8.1 22.8 1446.5 2.1 140 1200 8.0 <0.10 0.09 <2.00 <2.0 <2.00 2.00 4.10 ‐‐ 7.7 43 0.22 0.75

AR‐5 dup 10/1/2015 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 1.0 140 900 <4.0 0.22 0.21 <2.00 <2.0 <2.00 2.40 3.00 ‐‐ 6.1 15 0.22 <0.50AR‐7 9/29/2015 1230 26.5 10.1 125.8 1161 8.7 12.0 ‐‐ <1.0 130 960 4.8 <0.10 0.14 <2.00 <2.0 2.30 2.80 3.10 ‐‐ 6.4 22 0.19 <0.50AR‐7 10/1/2015 1035 21.5 13.2 148.0 945 8.3 7.3 ‐‐ <1.0 140 900 <4.0 <0.10 0.14 <2.00 <2.0 <2.00 2.10 2.50 ‐‐ 6.4 11 0.20 <0.50AR‐7 3/16/2016 1240 16.0 11.9 120.6 2157 8.5 13.8 ‐‐ 2.1 150 1300 7.3 <0.10 0.07 ‐‐ <2.0 ‐‐ ‐‐ ‐‐ 2.10 7.6 42 0.14 0.59BA‐1 9/29/2015 1100 24.6 6.7 80.0 465 7.4 1.0 2.49 1.5 160 450 <4.0 0.65 2.50 <2.00 <2.0 <2.00 <2.00 <2.00 ‐‐ 9.2 <4 2.50 <0.50BA‐1 10/1/2015 945 23.7 8.7 102.0 6 7.3 1.4 3 1.6 160 490 <4.0 0.38 2.30 <2.00 <2.0 <2.00 2.10 2.30 ‐‐ 9.6 <4 2.40 1.10BA‐1 3/17/2016 1040 16.0 8.5 87.3 783 7.9 2.6 4.57 2.7 180 560 <4.0 <0.10 1.90 <2.00 2.2 3.00 3.60 42.00 6.70 11.0 <7 2.00 2.10BN‐1 9/29/2015 845 25.0 3.3 40.0 497 7.3 13.0 ‐‐ 28.0 220 380 13.0 26.00 4.40 2.50 3.7 6.90 8.80 11.00 ‐‐ 19.0 15 4.80 2.90BN‐1 10/1/2015 750 23.8 2.8 34.0 512 7.1 12.3 ‐‐ 22.0 190 370 12.0 24.00 4.10 3.00 3.6 7.00 9.00 11.00 ‐‐ 19.0 13 4.80 3.80BN‐1 3/17/2016 840 15.6 7.7 80.2 856 7.8 11.9 1014 29.0 310 400 4.4 29.00 5.40 6.30 10.0 21.00 23.00 47.00 23.00 28.0 6 6.40 <0.50BS‐1 9/29/2015 940 24.4 3.9 47.0 417 7.2 12.6 ‐‐ 1.9 130 410 16.0 0.46 2.90 2.40 3.1 5.20 8.80 11.00 ‐‐ 15.0 21 3.30 14.00BS‐1 10/1/2015 830 22.9 6.6 77.0 453 7.5 12.8 ‐‐ 4.0 130 430 16.0 0.32 2.50 3.10 3.8 7.90 10.00 12.00 ‐‐ 14.0 20 3.00 12.00BS‐1 3/17/2016 930 15.6 6.0 60.3 769 8.0 22.9 ‐‐ 22.0 240 430 11.0 21.00 3.30 5.40 9.7 15.00 19.00 38.00 67.00 18.0 17 3.70 2.70HC‐1 9/29/2015 1005 24.9 6.6 80.0 418 7.2 1.6 13.03 <1.0 150 380 <4.0 <0.10 1.00 <2.00 <2.0 <2.00 <2.00 <2.00 ‐‐ 8.6 <4 1.10 <0.50HC‐1 10/1/2015 910 23.8 8.6 107.0 477 7.2 2.2 4.4 1.4 140 400 <4.0 <0.10 0.69 <2.00 <2.0 2.00 24.00 2.60 ‐‐ 8.5 <4 0.77 1.20HC‐1 3/17/2016 1000 17.0 7.7 80.1 750 7.9 3.6 13.8 5.0 190 460 <7.0 1.40 0.66 2.60 3.8 4.70 5.00 28.00 5.20 11.0 7 0.92 <0.50

Field Blank  10/1/2015 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ <1.0 <1 <10 <4.0 <0.10 <0.02 <2.00 <2.0 <2.00 <2.00 <2.00 ‐‐ <1 <4 <0.02 <0.50

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Chlorophyll-α Data Summary Sample

DescriptionSample

DateResults (µg/L)

AR-1 9/29/2015 9.12AR-1 10/1/2015 17.98AR-1 3/17/2016 14.87AR-2 9/29/2015 11.7AR-2 10/1/2015 17.34AR-2 3/17/2016 10.16

AR-2D 3/17/2016 10.89AR-3 9/29/2015 11.99AR-3 10/1/2015 16.57AR-3 3/17/2016 8.9

AR-3 Dup 9/29/2015 10.27AR-4 9/29/2015 9.5AR-4 10/1/2015 16.31AR-4 3/17/2016 9.84AR-5 9/29/2015 9.76AR-5 10/1/2015 17.6AR-5 3/17/2016 8.69

AR-5 Dup. 10/1/2015 17.08AR-7 9/29/2015 10.15AR-7 10/1/2015 18.11AR-7 3/17/2016 8.79BN-1 3/17/2016 18.95

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Station ID:

Waterbody:

Date: 3/16/2016 Start Time: 900

Crew:

Width (ft): 600 Area (ft2): #REF! 1.67

Disch/Flow (cfs): 1502.79 Method: 0.6 3.02

Stage (ft): 0.28

Distance from

initial point (ft) Width (ft)

Depth

(ft)

Avg.

velocity at

point

(ft/sec) Obstructions

Area

(sq. ft.)

Discharge

(cfs)

0

90 90 1.0 0.78 90.00 70.20

180 90 1.1 0.28 99.00 27.72

270 90 0.3 1.91 27.00 51.57

360 90 0.5 1.31 45.00 58.95

450 90 1.5 2 135.00 270.00

540 90 2.3 2.41 207.00 498.87

600 60 2.9 3.02 174.00 525.48

#REF! #REF!

total #REF! --- --- #REF! 1502.79

average --- 1.4 1.67285714 --- ---

Avg-Vel (ft/s):

Max Vel (ft/s):

Min Vel (ft/s):

Flow Measurement WorksheetAR-1

Arkansas River

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Station ID:

Waterbody:

Date: 3/16/2016 Start Time: 1345

Crew:

Width (ft): 558 Area (ft2): 1411.2 1.77

Disch/Flow (cfs): 3499.86 Method: 0.6 2.92

Stage: 0

Distance from

initial point (ft) Width (ft)

Depth

(ft)

Avg.

velocity at

point

(ft/sec) Obstructions

Area

(sq. ft.)

Discharge

(cfs)

0 0

72 72 3.1 2.34 223.20 522.29

102 30 3.4 2.53 102.00 258.06

222 120 4.9 2.92 588.00 1716.96

312 90 2.9 2.51 261.00 655.11

324 12 2.7 2.14 32.40 69.34

351 27 1.9 1.94 51.30 99.52

411 60 1.3 1.35 78.00 105.30

480 69 0.7 1.08 48.30 52.16

528 48 0.5 0.88 24.00 21.12

558 30 0.1 0 3.00

total 558 --- --- 1411.20 3499.86

average --- 2.2 1.769 --- ---

Avg-Vel (ft/s):

Min Vel (ft/s):

Max Vel (ft/s):

Flow Measurement Worksheet

TLG/ENJ/JLH

AR-3

Arkansas River

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Station ID:

Waterbody:

Date: 3/16/2016 Start Time: 1630

Crew:

Width (ft): 424 Area (ft2): 897.7 Avg-Vel (ft/s): 1.92

Disch/Flow (cfs): 2238.14 Method: 0.6 Max Vel (ft/s): 3.89

Stage: Min Vel (ft/s): 0

Distance from

initial point (ft) Width (ft) Depth (ft)

Avg.

velocity at

point

(ft/sec) Obstructions

Area

(sq. ft.)

Discharge

(cfs)

40 40 0.7 1.16 28.00 32.48

80 40 0.5 1.18 20.00 23.60

128 48 1.0 1.91 48.00 91.68

160 32 1.4 1.59 44.80 71.23

200 40 2.6 2.8 104.00 291.20

268 68 2.0 2.5 136.00 340.00

308 40 2.3 2.08 92.00 191.36

370 62 4.0 2.08 248.00 515.84

405 35 5.0 3.89 175.00 680.75

424 19 0.1 0 1.90

total 424 --- --- 897.70 2238.14

average --- 2.0 1.919 --- ---

Flow Measurement WorksheetAR-5

Arkansas River

TLG/ENJ/JLH

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Station ID:

Waterbody:

Date: 9/23/2015 Start Time: 800

Crew:

Width (ft): 550 Area (ft2): 575.5 1.75

Disch/Flow (cfs): 1049.24 Method: 0.6 2.4

Stage (ft): 0.12

Distance from

initial point (ft) Width (ft)

Depth

(ft)

Avg.

velocity at

point

(ft/sec) Obstructions

Area

(sq. ft.)

Discharge

(cfs)

0

30 30 0.9 0.12 27.00 3.24

90 60 0.9 1 54.00 54.00

120 30 1.8 2 54.00 108.00

165 45 1.8 1.75 81.00 141.75

210 45 1.7 2.1 76.50 160.65

255 45 1.4 2 63.00 126.00

300 45 0.9 2.4 40.50 97.20

345 45 1.5 2 67.50 135.00

390 45 0.8 2 36.00 72.00

450 60 0.1 1.9 6.00 11.40

550 100 0.7 2 70.00 140.00

total 550 --- --- 575.50 1049.24

average --- 1.1 1.75181818 --- ---

Avg-Vel (ft/s):

Max Vel (ft/s):

Min Vel (ft/s):

Flow Measurement WorksheetAR-1

Arkansas River

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Station ID:

Waterbody:

Date: 9/30/2015 Start Time: 810

Crew:

Width (ft): 463 Area (ft2): 723.8 Avg-Vel (ft/s): 0.76

Disch/Flow (cfs): 611.30 Method: 0.6 Max Vel (ft/s): 2.07

Stage: Min Vel (ft/s): 0

Distance from

initial point (ft) Width (ft) Depth (ft)

Avg.

velocity at

point (ft/sec) Obstructions

Area

(sq. ft.)

Discharge

(cfs)

0

37 37 1.0 0.23 37.00 8.51

74 37 1.2 0.01 44.40 0.44

111 37 1.2 1.61 44.40 71.48

148 37 0.9 1.13 33.30 37.63

185 37 2.0 1.23 74.00 91.02

222 37 1.4 1.18 51.80 61.12

259 37 1.3 2.07 48.10 99.57

296 37 0.8 1.79 29.60 52.98

333 37 0.8 1.54 29.60 45.58

370 37 0.4 1.07 14.80 15.84

378 8 0.1 0 0.80

40 40 0.2 0 8.00

80 40 0.2 1.04 8.00 8.32

120 40 0.2 0.89 8.00 7.12

160 40 0.3 1.03 12.00 12.36

200 40 0.8 0.78 32.00 24.96

240 40 1.4 0.70 56.00 39.20

280 40 0.4 0.25 16.00 4.00

320 40 1.4 0 56.00

360 40 1.2 0 48.00

400 40 1.1 0.39 44.00 17.16

440 40 0.7 0.5 28.00 14.00

463 23 0.0 0 0.00

total 841 --- --- 723.80 611.30

average --- 0.8 0.75826087 --- ---

Flow Measurement WorksheetAR-1

Arkansas River

TLG/ENJ

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Station ID:

Waterbody:

Date: 9/30/2015 Start Time: 1630

Crew:

Width (ft): 477 Area (ft2): 641.7 1.37

Disch/Flow (cfs): 1181.07 Method: 0.6 2.2

Stage: 0

Distance from

initial point (ft) Width (ft)

Depth

(ft)

Avg.

velocity at

point

(ft/sec) Obstructions

Area

(sq. ft.)

Discharge

(cfs)

0 0

45 45 0.9 1.15 40.50 46.58

90 45 1.2 1.65 54.00 89.10

135 45 2.1 2.17 94.50 205.07

180 45 2.5 2.2 112.50 247.50

225 45 2.5 2.1 112.50 236.25

270 45 2.0 2 90.00 180.00

315 45 1.4 1.78 63.00 112.14

360 45 0.8 1.29 36.00 46.44

405 45 0.6 0.64 27.00 17.28

450 45 0.2 0.08 9.00 0.72

477 27 0.1 0 2.70

total 477 --- --- 641.70 1181.07

average --- 1.3 1.36909091 --- ---

Avg-Vel (ft/s):

Min Vel (ft/s):

Max Vel (ft/s):

Flow Measurement Worksheet

GLP

AR-3

Arkansas River

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Station ID:

Waterbody:

Date: 10/1/2015 Start Time: 1300

Crew:

Width (ft): 585 Area (ft2): 423 Avg-Vel (ft/s): 1.44

Disch/Flow (cfs): 756.09 Method: 0.6 Max Vel (ft/s): 2.38

Stage: Min Vel (ft/s): 0

Distance from

initial point (ft) Width (ft) Depth (ft)

Avg.

velocity at

point

(ft/sec) Obstructions

Area

(sq. ft.)

Discharge

(cfs)

0

45 45 2.2 2 99.00 198.00

90 45 0.6 1.79 27.00 48.33

135 45 0.2 1.24 9.00 11.16

180 45 0.6 2.38 27.00 64.26

225 45 1.8 2.18 81.00 176.58

270 45 1.3 1.53 58.50 89.51

315 45 0.7 1.75 31.50 55.13

360 45 0.1 0 4.50

405 45 0.00

450 45 0.00

495 45 0.7 1.42 31.50 44.73

540 45 1.0 1.52 45.00 68.40

585 45 0.2 0 9.00

total 585 --- --- 423.00 756.09

average --- 0.9 1.43727273 --- ---

Flow Measurement WorksheetAR-5

Arkansas River

GLP

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Sonde Data Summary 

Site  Date  TimeTemperature 

(◦C) 

Specific Conductivity (mS/cm) 

Specific Conductivity (µS/cm) 

pH pH  (mV) ORP (mV) ODO sat 

(%) ODO (mg/L)

Battery (volts) 

AR‐1 9/28/2015 16:00:32 27.04 1.84 1840 8.54 ‐119.3 121.6 144.6 11.45 12.7AR‐1 9/28/2015 16:15:32 27.12 1.839 1839 8.56 ‐120.5 114.5 146.8 11.62 12.7AR‐1 9/28/2015 16:30:32 27.2 1.838 1838 8.57 ‐121.3 111.6 148.2 11.71 12.7AR‐1 9/28/2015 16:45:32 27.27 1.837 1837 8.59 ‐122 110.5 149.6 11.81 12.7AR‐1 9/28/2015 17:00:32 27.29 1.835 1835 8.59 ‐122.6 110.1 150.5 11.87 12.7AR‐1 9/28/2015 17:15:32 27.26 1.834 1834 8.6 ‐122.9 110.2 151.2 11.93 12.7AR‐1 9/28/2015 17:30:32 27.24 1.833 1833 8.61 ‐123.4 110.4 150.7 11.9 12.7AR‐1 9/28/2015 17:45:32 27.23 1.831 1831 8.61 ‐123.5 110.8 150.3 11.87 12.7AR‐1 9/28/2015 18:00:32 27.18 1.83 1830 8.61 ‐123.7 111.1 149 11.78 12.7AR‐1 9/28/2015 18:15:32 27.13 1.829 1829 8.62 ‐123.7 111.6 147.6 11.67 12.7AR‐1 9/28/2015 18:30:32 27.08 1.828 1828 8.61 ‐123.7 112.1 146.3 11.58 12.7AR‐1 9/28/2015 18:45:32 27 1.827 1827 8.61 ‐123.3 112.6 144.1 11.42 12.7AR‐1 9/28/2015 19:00:32 26.92 1.826 1826 8.6 ‐122.8 113.2 141.5 11.24 12.7AR‐1 9/28/2015 19:15:32 26.87 1.826 1826 8.59 ‐122.3 113.6 139.2 11.06 12.7AR‐1 9/28/2015 19:30:32 26.81 1.825 1825 8.58 ‐121.5 114.1 136.3 10.84 12.7AR‐1 9/28/2015 19:45:32 26.76 1.824 1824 8.56 ‐120.7 114.6 133.6 10.64 12.7AR‐1 9/28/2015 20:00:32 26.69 1.823 1823 8.55 ‐119.7 115.1 130.5 10.41 12.7AR‐1 9/28/2015 20:15:32 26.63 1.822 1822 8.53 ‐118.9 115.2 128 10.21 12.7AR‐1 9/28/2015 20:30:32 26.57 1.822 1822 8.52 ‐118 115.3 125.4 10.02 12.7AR‐1 9/28/2015 20:45:32 26.51 1.82 1820 8.5 ‐117.1 115.5 123.1 9.85 12.7AR‐1 9/28/2015 21:00:32 26.45 1.819 1819 8.49 ‐116.4 115.7 120.9 9.68 12.7AR‐1 9/28/2015 21:15:32 26.4 1.818 1818 8.48 ‐115.8 115.7 118.9 9.53 12.7AR‐1 9/28/2015 21:30:32 26.36 1.817 1817 8.47 ‐115.3 115.7 117.1 9.39 12.7AR‐1 9/28/2015 21:45:32 26.31 1.816 1816 8.46 ‐114.5 116 115.5 9.27 12.7AR‐1 9/28/2015 22:00:32 26.27 1.815 1815 8.45 ‐113.9 116.2 114 9.16 12.7AR‐1 9/28/2015 22:15:32 26.21 1.815 1815 8.44 ‐113.3 116.5 112.7 9.06 12.7AR‐1 9/28/2015 22:30:32 26.17 1.814 1814 8.43 ‐112.8 116.8 111.6 8.98 12.7AR‐1 9/28/2015 22:45:32 26.11 1.813 1813 8.42 ‐112.1 117.2 110 8.86 12.7AR‐1 9/28/2015 23:00:32 26.05 1.812 1812 8.41 ‐111.5 117.4 108.5 8.75 12.7AR‐1 9/28/2015 23:15:32 25.98 1.812 1812 8.4 ‐110.8 117.8 107.2 8.66 12.7AR‐1 9/28/2015 23:30:32 25.91 1.811 1811 8.39 ‐110.1 118.3 105.8 8.56 12.7AR‐1 9/28/2015 23:45:32 25.85 1.811 1811 8.37 ‐109.5 118.7 104.7 8.47 12.7AR‐1 9/29/2015 0:00:32 25.8 1.81 1810 8.36 ‐108.8 119 103.4 8.38 12.7AR‐1 9/29/2015 0:15:32 25.74 1.81 1810 8.35 ‐108.1 119.6 102.2 8.29 12.7AR‐1 9/29/2015 0:30:32 25.69 1.81 1810 8.34 ‐107.2 120.4 101 8.2 12.7AR‐1 9/29/2015 0:45:32 25.64 1.81 1810 8.32 ‐106.4 121.1 100.1 8.14 12.7AR‐1 9/29/2015 1:00:32 25.59 1.809 1809 8.31 ‐105.7 121.6 98.9 8.04 12.7AR‐1 9/29/2015 1:15:32 25.54 1.809 1809 8.29 ‐104.7 122.4 97.7 7.96 12.7AR‐1 9/29/2015 1:30:32 25.48 1.809 1809 8.27 ‐103.7 123 96.3 7.85 12.7AR‐1 9/29/2015 1:45:32 25.44 1.809 1809 8.26 ‐103 123.4 95.2 7.77 12.7AR‐1 9/29/2015 2:00:32 25.38 1.808 1808 8.24 ‐101.9 124.1 94.2 7.69 12.7AR‐1 9/29/2015 2:15:32 25.33 1.809 1809 8.23 ‐100.9 124.7 93.1 7.61 12.7AR‐1 9/29/2015 2:30:32 25.28 1.809 1809 8.21 ‐100.2 125.1 92.3 7.55 12.7AR‐1 9/29/2015 2:45:32 25.22 1.809 1809 8.2 ‐99.1 125.7 91.2 7.47 12.7AR‐1 9/29/2015 3:00:32 25.17 1.808 1808 8.18 ‐98.4 126.1 90.4 7.41 12.7AR‐1 9/29/2015 3:15:32 25.14 1.808 1808 8.17 ‐97.4 126.6 89.6 7.34 12.7AR‐1 9/29/2015 3:30:32 25.09 1.808 1808 8.15 ‐96.4 127.2 88.7 7.28 12.7AR‐1 9/29/2015 3:45:32 25.05 1.808 1808 8.14 ‐95.6 127.7 87.9 7.22 12.7AR‐1 9/29/2015 4:00:32 25.01 1.808 1808 8.12 ‐94.7 128.2 87.2 7.17 12.7AR‐1 9/29/2015 4:15:32 24.98 1.808 1808 8.11 ‐94.1 128.6 86.6 7.12 12.7AR‐1 9/29/2015 4:30:32 24.96 1.808 1808 8.1 ‐93.3 129 86 7.08 12.7AR‐1 9/29/2015 4:45:32 24.92 1.807 1807 8.08 ‐92.7 129.5 85.4 7.03 12.7AR‐1 9/29/2015 5:00:32 24.88 1.806 1806 8.07 ‐92 129.8 84.9 7 12.7AR‐1 9/29/2015 5:15:32 24.85 1.806 1806 8.06 ‐91.4 130.2 84.4 6.96 12.7AR‐1 9/29/2015 5:30:32 24.81 1.805 1805 8.05 ‐90.8 130.6 83.8 6.92 12.7AR‐1 9/29/2015 5:45:32 24.76 1.805 1805 8.04 ‐90.3 131 83.6 6.9 12.7AR‐1 9/29/2015 6:00:32 24.74 1.804 1804 8.04 ‐89.9 131.3 83.3 6.88 12.7AR‐1 9/29/2015 6:15:32 24.69 1.804 1804 8.03 ‐89.4 131.7 83.1 6.87 12.6AR‐1 9/29/2015 6:30:32 24.66 1.803 1803 8.03 ‐89.2 131.9 82.9 6.86 12.6AR‐1 9/29/2015 6:45:32 24.63 1.803 1803 8.02 ‐88.7 132.4 82.7 6.85 12.7AR‐1 9/29/2015 7:00:32 24.59 1.802 1802 8.01 ‐88.4 132.8 82.6 6.84 12.7AR‐1 9/29/2015 7:15:32 24.54 1.802 1802 8.01 ‐88.2 133.1 82.4 6.83 12.6AR‐1 9/29/2015 7:30:32 24.5 1.802 1802 8 ‐88 133.4 82.4 6.84 12.6AR‐1 9/29/2015 7:45:32 24.46 1.801 1801 8 ‐87.8 133.8 82.5 6.85 12.7AR‐1 9/29/2015 8:00:32 24.43 1.802 1802 8 ‐87.8 134.2 82.8 6.88 12.6AR‐1 9/29/2015 8:15:32 24.4 1.801 1801 8.01 ‐88 134.5 83.3 6.93 12.7AR‐1 9/29/2015 8:30:32 24.38 1.801 1801 8.01 ‐88.4 134.8 84.1 6.99 12.6AR‐1 9/29/2015 8:45:32 24.37 1.801 1801 8.02 ‐88.9 135.2 85.1 7.08 12.6AR‐1 9/29/2015 9:00:32 24.39 1.801 1801 8.03 ‐89.5 135.6 86.4 7.19 12.6AR‐1 9/29/2015 9:15:32 24.43 1.801 1801 8.05 ‐90.5 135.9 88.2 7.33 12.6AR‐1 9/29/2015 9:30:32 24.5 1.801 1801 8.07 ‐91.6 136 90.1 7.48 12.6AR‐1 9/29/2015 9:45:32 24.58 1.801 1801 8.09 ‐92.8 136.2 92.4 7.65 12.6AR‐1 9/29/2015 10:00:32 24.67 1.8 1800 8.11 ‐94.2 136.3 94.7 7.83 12.6

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AR‐1 9/29/2015 10:15:32 24.79 1.8 1800 8.14 ‐95.6 136.3 97.2 8.03 12.6AR‐1 9/29/2015 10:30:32 24.92 1.799 1799 8.16 ‐97 136.4 99.9 8.22 12.6AR‐1 9/29/2015 10:45:32 25.06 1.799 1799 8.19 ‐98.6 136.3 102.6 8.43 12.6AR‐1 9/29/2015 11:00:32 25.23 1.799 1799 8.21 ‐100.1 136.2 105.4 8.63 12.6AR‐1 9/29/2015 11:15:32 25.4 1.798 1798 8.24 ‐101.7 136 108.5 8.86 12.6AR‐1 9/29/2015 11:30:32 25.57 1.798 1798 8.27 ‐103.2 135.9 111.5 9.07 12.6AR‐1 9/29/2015 11:45:32 25.76 1.798 1798 8.3 ‐105 135.6 114.9 9.31 12.5AR‐1 9/29/2015 12:00:32 25.93 1.798 1798 8.32 ‐106.3 135.5 117.8 9.52 12.6AR‐1 9/29/2015 12:15:32 26.11 1.797 1797 8.35 ‐107.9 135.3 120.8 9.74 12.6AR‐1 9/29/2015 12:30:32 26.31 1.797 1797 8.37 ‐109.4 134.9 124 9.96 12.6AR‐1 9/29/2015 12:45:32 26.46 1.797 1797 8.4 ‐110.9 134.6 126.9 10.16 12.6AR‐1 9/29/2015 13:00:32 26.65 1.796 1796 8.42 ‐112.4 134.2 129.9 10.37 12.6AR‐1 9/29/2015 13:15:32 26.77 1.795 1795 8.43 ‐112.9 134.3 131.6 10.48 12.5AR‐1 9/29/2015 13:30:32 26.95 1.795 1795 8.46 ‐114.7 133.8 134.7 10.69 12.6AR‐1 9/29/2015 13:45:32 27.04 1.795 1795 8.47 ‐115.5 133.7 136.4 10.81 12.6AR‐1 9/29/2015 14:00:32 27.11 1.794 1794 8.48 ‐116.1 133.8 137.6 10.89 12.6AR‐1 9/29/2015 14:15:32 27.18 1.794 1794 8.5 ‐116.9 133.8 138.8 10.97 12.6AR‐1 9/29/2015 14:30:32 27.47 1.793 1793 8.54 ‐119.6 132.9 143.8 11.31 12.6AR‐1 9/29/2015 14:45:32 27.55 1.794 1794 8.56 ‐120.6 132.9 145.9 11.45 12.6AR‐1 9/29/2015 15:00:32 27.69 1.791 1791 8.57 ‐121.3 132.8 147.5 11.55 12.5AR‐1 9/29/2015 15:15:32 27.76 1.791 1791 8.58 ‐122.1 132.7 148.9 11.65 12.6AR‐1 9/29/2015 15:30:32 27.82 1.79 1790 8.6 ‐123.3 132.5 151.1 11.81 12.6AR‐1 9/29/2015 15:45:32 27.88 1.79 1790 8.62 ‐124 132.6 152.2 11.88 12.6AR‐1 9/29/2015 16:00:32 27.78 1.79 1790 8.62 ‐124.5 132.9 152.5 11.93 12.6AR‐1 9/29/2015 16:15:32 27.83 1.788 1788 8.64 ‐125.4 132.9 154.1 12.04 12.6AR‐1 9/29/2015 16:30:32 27.8 1.787 1787 8.65 ‐126 133.1 154.6 12.08 12.5AR‐1 9/29/2015 16:45:32 27.71 1.786 1786 8.65 ‐125.9 133.7 153.5 12.02 12.5AR‐1 9/29/2015 17:00:32 27.73 1.785 1785 8.66 ‐126.4 134 154 12.05 12.5AR‐1 9/29/2015 17:15:32 27.64 1.785 1785 8.65 ‐126.2 134.7 151.7 11.89 12.6AR‐1 9/29/2015 17:30:32 27.66 1.785 1785 8.67 ‐127.3 135.4 153.5 12.03 12.6AR‐1 9/29/2015 17:45:32 27.66 1.784 1784 8.67 ‐127.2 135.8 152.9 11.98 12.5AR‐1 9/29/2015 18:00:32 27.69 1.782 1782 8.68 ‐127.4 135.9 152.1 11.92 12.5AR‐1 9/29/2015 18:15:32 27.7 1.781 1781 8.68 ‐127.7 136.2 152.3 11.92 12.6AR‐1 9/29/2015 18:30:32 27.64 1.78 1780 8.68 ‐127.5 136.4 150.2 11.78 12.5AR‐1 9/29/2015 18:45:32 27.59 1.778 1778 8.67 ‐127 136.7 148.2 11.63 12.5AR‐1 9/29/2015 19:00:32 27.52 1.778 1778 8.66 ‐126.5 136.8 145.8 11.45 12.5AR‐1 9/29/2015 19:15:32 27.44 1.777 1777 8.66 ‐126.2 137.1 143.7 11.31 12.5AR‐1 9/29/2015 19:30:32 27.36 1.774 1774 8.64 ‐125.4 137.4 141.3 11.14 12.5AR‐1 9/29/2015 19:45:32 27.24 1.775 1775 8.64 ‐125.1 137.6 139.1 10.98 12.5AR‐1 9/29/2015 20:00:32 27.17 1.772 1772 8.63 ‐124.5 137.8 136.8 10.81 12.5AR‐1 9/29/2015 20:15:32 27.05 1.772 1772 8.62 ‐124 138.1 134.4 10.65 12.5AR‐1 9/29/2015 20:30:32 26.94 1.771 1771 8.61 ‐123.5 138.3 132.5 10.52 12.6AR‐1 9/29/2015 20:45:32 26.83 1.77 1770 8.6 ‐122.8 138.7 130.2 10.35 12.5AR‐1 9/29/2015 21:00:32 26.75 1.769 1769 8.59 ‐122.1 138.9 127.8 10.18 12.5AR‐1 9/29/2015 21:15:32 26.67 1.768 1768 8.58 ‐121.7 138.4 125.7 10.02 12.5AR‐1 9/29/2015 21:30:32 26.59 1.767 1767 8.57 ‐120.9 139 123.6 9.87 12.5AR‐1 9/29/2015 21:45:32 26.52 1.767 1767 8.56 ‐120.3 139.2 121.9 9.75 12.5AR‐1 9/29/2015 22:00:32 26.46 1.764 1764 8.55 ‐119.7 139.3 120.3 9.64 12.4AR‐1 9/29/2015 22:15:32 26.38 1.764 1764 8.54 ‐118.9 139.6 118.1 9.47 12.5AR‐1 9/29/2015 22:30:32 26.28 1.763 1763 8.53 ‐118.3 140 116.5 9.36 12.5AR‐1 9/29/2015 22:45:32 26.2 1.764 1764 8.52 ‐118 140.1 115 9.26 12.5AR‐1 9/29/2015 23:00:32 26.12 1.762 1762 8.51 ‐117.2 140.6 113.3 9.13 12.5AR‐1 9/29/2015 23:15:32 26.08 1.762 1762 8.5 ‐116.7 141.1 112.1 9.04 12.5AR‐1 9/29/2015 23:30:32 26.02 1.761 1761 8.49 ‐116 141.2 110.3 8.9 12.5AR‐1 9/29/2015 23:45:32 25.96 1.759 1759 8.48 ‐115.3 141.6 109.1 8.82 12.5AR‐1 9/30/2015 0:00:32 25.9 1.758 1758 8.47 ‐114.9 141.9 107.9 8.73 12.4AR‐1 9/30/2015 0:15:32 25.85 1.757 1757 8.46 ‐114.4 142.3 107 8.66 12.4AR‐1 9/30/2015 0:30:32 25.78 1.755 1755 8.45 ‐113.6 143.1 105.8 8.57 12.5AR‐1 9/30/2015 0:45:32 25.73 1.752 1752 8.43 ‐112.8 143.6 104.2 8.46 12.5AR‐1 9/30/2015 1:00:32 25.69 1.751 1751 8.42 ‐112.2 144 103.4 8.39 12.5AR‐1 9/30/2015 1:15:32 25.61 1.747 1747 8.41 ‐111.7 144.4 102.2 8.31 12.5AR‐1 9/30/2015 1:30:32 25.51 1.743 1743 8.39 ‐110 145 100.4 8.18 12.5AR‐1 9/30/2015 1:45:32 25.45 1.74 1740 8.37 ‐109 145.5 99.1 8.09 12.4AR‐1 9/30/2015 2:00:32 25.36 1.737 1737 8.35 ‐108.2 146.2 98 8.01 12.5AR‐1 9/30/2015 2:15:32 25.31 1.736 1736 8.36 ‐108.3 147.2 97.3 7.95 12.5AR‐1 9/30/2015 2:30:32 25.21 1.731 1731 8.32 ‐106.3 148.9 95.6 7.83 12.5AR‐1 9/30/2015 2:45:32 25.19 1.73 1730 8.32 ‐106 149.6 94.7 7.76 12.5AR‐1 9/30/2015 3:00:32 25.07 1.725 1725 8.3 ‐105.3 150.8 94 7.72 12.5AR‐1 9/30/2015 3:15:32 25.02 1.722 1722 8.28 ‐103.6 152.1 92.5 7.61 12.4AR‐1 9/30/2015 3:30:32 24.87 1.718 1718 8.26 ‐102.5 153.9 91.5 7.55 12.5AR‐1 9/30/2015 3:45:32 24.76 1.716 1716 8.24 ‐101.7 155.3 90.5 7.47 12.5AR‐1 9/30/2015 4:00:32 24.64 1.711 1711 8.23 ‐100.6 156.7 89.6 7.42 12.4AR‐1 9/30/2015 4:15:32 24.64 1.712 1712 8.23 ‐101.1 157.8 89.3 7.39 12.5AR‐1 9/30/2015 4:30:32 24.62 1.712 1712 8.23 ‐101.1 158.8 88.9 7.36 12.5AR‐1 9/30/2015 4:45:32 24.52 1.707 1707 8.21 ‐99.5 160.2 87.9 7.29 12.5AR‐1 9/30/2015 5:00:32 24.35 1.699 1699 8.16 ‐96.7 161.9 86.5 7.2 12.4AR‐1 9/30/2015 5:15:32 24.41 1.703 1703 8.16 ‐96.9 162.8 86.2 7.16 12.4

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AR‐1 9/30/2015 5:30:32 24.23 1.696 1696 8.15 ‐96.1 164.4 85.5 7.14 12.5AR‐1 9/30/2015 5:45:32 24.27 1.697 1697 8.15 ‐96.3 165.3 85.2 7.1 12.4AR‐1 9/30/2015 6:00:32 24.1 1.692 1692 8.13 ‐95.1 167 84.5 7.07 12.4AR‐1 9/30/2015 6:15:32 24.1 1.693 1693 8.13 ‐95.1 168 84.1 7.04 12.4AR‐1 9/30/2015 6:30:32 24.03 1.691 1691 8.11 ‐93.8 169.3 83.4 6.98 12.4AR‐1 9/30/2015 6:45:32 23.8 1.681 1681 8.08 ‐92.3 171 82.6 6.94 12.4AR‐1 9/30/2015 7:00:32 23.86 1.682 1682 8.1 ‐93.2 172 82.7 6.95 12.4AR‐1 9/30/2015 7:15:32 23.73 1.678 1678 8.08 ‐92.2 173.6 82.1 6.91 12.4AR‐1 9/30/2015 7:30:32 23.76 1.68 1680 8.09 ‐92.6 174.7 82.1 6.91 12.4AR‐1 9/30/2015 7:45:32 23.58 1.67 1670 8.05 ‐90.3 176.8 81.2 6.86 12.4AR‐1 9/30/2015 8:00:32 23.54 1.669 1669 8.06 ‐91.2 178 81.7 6.9 12.4AR‐1 9/30/2015 8:15:32 23.53 1.67 1670 8.07 ‐91.2 179.4 81.7 6.91 12.4AR‐1 9/30/2015 8:30:32 23.48 1.668 1668 8.06 ‐90.8 181.1 82 6.94 12.4AR‐1 9/30/2015 8:45:32 23.44 1.668 1668 8.06 ‐91 182.7 82.4 6.98 12.4AR‐1 9/30/2015 9:00:32 23.5 1.67 1670 8.07 ‐91.4 184.1 83 7.02 12.4AR‐1 9/30/2015 9:15:32 23.41 1.664 1664 8.07 ‐91.6 185.9 83.3 7.06 12.4AR‐1 9/30/2015 9:30:32 23.4 1.663 1663 8.07 ‐91.5 187.4 84.1 7.13 12.4AR‐1 9/30/2015 9:45:32 23.39 1.662 1662 8.08 ‐91.9 188.9 85.1 7.21 12.4AR‐1 9/30/2015 10:00:32 23.4 1.665 1665 8.09 ‐92.4 190.1 86.2 7.31 12.4AR‐1 9/30/2015 10:15:32 23.39 1.664 1664 8.11 ‐93.8 190.8 87.3 7.4 12.4AR‐1 9/30/2015 10:30:32 23.37 1.663 1663 8.14 ‐95.3 191.5 89 7.54 12.4AR‐1 9/30/2015 10:45:32 23.39 1.664 1664 8.17 ‐97.1 192 91.3 7.73 12.4AR‐1 9/30/2015 11:00:32 23.43 1.663 1663 8.21 ‐99.2 192.4 93.5 7.92 12.4AR‐1 9/30/2015 11:15:32 23.47 1.665 1665 8.25 ‐102 192.4 96.3 8.15 12.4AR‐1 9/30/2015 11:30:32 23.54 1.665 1665 8.29 ‐104 192.3 98.7 8.34 12.4AR‐1 9/30/2015 11:45:32 23.57 1.666 1666 8.32 ‐105.5 192.3 101.1 8.54 12.4AR‐1 9/30/2015 12:00:32 23.56 1.667 1667 8.33 ‐106.5 192.7 102.5 8.66 12.4AR‐1 9/30/2015 12:15:32 23.53 1.672 1672 8.34 ‐107.1 193 103.2 8.72 12.4AR‐1 9/30/2015 12:30:32 23.52 1.674 1674 8.36 ‐107.8 193.5 103.7 8.77 12.4AR‐1 9/30/2015 12:45:32 23.5 1.675 1675 8.37 ‐108.3 193.8 104.5 8.84 12.4AR‐1 9/30/2015 13:00:32 23.49 1.675 1675 8.38 ‐109.3 194.2 105.8 8.95 12.3AR‐1 9/30/2015 13:15:32 23.48 1.675 1675 8.39 ‐110 194.5 106.6 9.02 12.4AR‐1 9/30/2015 13:30:32 23.47 1.677 1677 8.41 ‐110.8 194.9 108.1 9.15 12.3AR‐1 9/30/2015 13:45:32 23.43 1.677 1677 8.42 ‐111.4 195.4 109.3 9.25 12.4AR‐1 9/30/2015 14:00:32 23.38 1.681 1681 8.42 ‐111.7 196 110 9.32 12.3AR‐1 9/30/2015 14:15:32 23.31 1.68 1680 8.42 ‐111.4 196.7 110.2 9.35 12.4AR‐1 9/30/2015 14:30:32 23.25 1.672 1672 8.42 ‐111.3 197.6 111.7 9.49 12.3AR‐1 9/30/2015 14:45:32 23.18 1.669 1669 8.42 ‐111.4 198.9 112.9 9.61 12.3AR‐1 9/30/2015 15:00:32 23.13 1.674 1674 8.44 ‐112.5 199.7 114.7 9.77 12.4AR‐1 9/30/2015 15:15:32 23.09 1.676 1676 8.46 ‐113.7 200.1 116.6 9.94 12.4AR‐1 9/30/2015 15:30:32 23.06 1.683 1683 8.48 ‐115 200.5 118.9 10.14 12.4AR‐1 9/30/2015 15:45:32 23.03 1.687 1687 8.5 ‐116 201.1 121 10.32 12.3AR‐1 9/30/2015 16:00:32 23.02 1.687 1687 8.52 ‐117 201.8 123.2 10.51 12.3AR‐1 9/30/2015 16:15:32 23.02 1.689 1689 8.54 ‐118 202 125.6 10.71 12.3AR‐1 9/30/2015 16:30:32 23.02 1.693 1693 8.55 ‐119 202.5 126.9 10.83 12.3AR‐1 9/30/2015 16:45:32 23.02 1.695 1695 8.57 ‐119.9 202.6 128.6 10.97 12.3AR‐1 9/30/2015 17:00:32 23.05 1.695 1695 8.59 ‐120.8 202.6 130.5 11.13 12.3AR‐1 9/30/2015 17:15:32 23.01 1.697 1697 8.59 ‐121.3 202.8 130.9 11.17 12.3AR‐1 9/30/2015 17:30:32 23.01 1.695 1695 8.61 ‐121.9 202.8 132.1 11.27 12.4AR‐1 9/30/2015 17:45:32 22.99 1.696 1696 8.61 ‐122.3 202.9 132.8 11.34 12.3AR‐1 9/30/2015 18:00:32 22.94 1.696 1696 8.62 ‐122.6 203.2 133.2 11.39 12.3AR‐1 9/30/2015 18:15:32 22.88 1.696 1696 8.62 ‐122.7 203.3 132.4 11.33 12.4AR‐1 9/30/2015 18:30:32 22.85 1.694 1694 8.62 ‐122.7 203.4 131.6 11.27 12.3AR‐1 9/30/2015 18:45:32 22.81 1.692 1692 8.61 ‐122.3 203.9 130.1 11.15 12.3AR‐1 9/30/2015 19:00:32 22.76 1.694 1694 8.61 ‐121.8 204.4 128.4 11.01 12.3AR‐1 9/30/2015 19:15:32 22.72 1.692 1692 8.6 ‐121.3 204.8 126.5 10.85 12.4AR‐1 9/30/2015 19:30:32 22.7 1.691 1691 8.59 ‐120.8 205.2 125.2 10.75 12.4AR‐1 9/30/2015 19:45:32 22.67 1.69 1690 8.58 ‐120.4 205.7 123.9 10.64 12.3AR‐1 9/30/2015 20:00:32 22.62 1.689 1689 8.57 ‐119.9 206.1 122.4 10.52 12.3AR‐1 9/30/2015 20:15:32 22.56 1.688 1688 8.56 ‐119.4 206.6 121.1 10.42 12.3AR‐1 9/30/2015 20:30:32 22.5 1.688 1688 8.56 ‐119 207.2 119.8 10.33 12.3AR‐1 9/30/2015 20:45:32 22.44 1.685 1685 8.55 ‐118.7 207.8 118.7 10.24 12.3AR‐1 9/30/2015 21:00:32 22.37 1.682 1682 8.54 ‐118.2 208.3 117.5 10.16 12.3AR‐1 9/30/2015 21:15:32 22.31 1.682 1682 8.54 ‐118 208.7 116.7 10.1 12.3AR‐1 9/30/2015 21:30:32 22.27 1.682 1682 8.54 ‐117.7 209.3 115.6 10.01 12.3AR‐1 9/30/2015 21:45:32 22.22 1.683 1683 8.53 ‐117.6 209.6 114.6 9.93 12.4AR‐1 9/30/2015 22:00:32 22.16 1.683 1683 8.53 ‐117.2 210.1 113.6 9.85 12.3AR‐1 9/30/2015 22:15:32 22.12 1.682 1682 8.53 ‐117.1 210.4 112.6 9.77 12.4AR‐1 9/30/2015 22:30:32 22.08 1.684 1684 8.52 ‐116.9 209.8 111.8 9.71 12.3AR‐1 9/30/2015 22:45:32 22.03 1.683 1683 8.52 ‐116.7 210.4 111.1 9.66 12.3AR‐1 9/30/2015 23:00:32 21.98 1.683 1683 8.52 ‐116.4 211.2 110.1 9.58 12.3AR‐1 9/30/2015 23:15:32 21.94 1.685 1685 8.51 ‐116.1 211.4 109.3 9.52 12.3AR‐1 9/30/2015 23:30:32 21.88 1.681 1681 8.5 ‐115.6 211.8 108.3 9.44 12.3AR‐1 9/30/2015 23:45:32 21.84 1.681 1681 8.5 ‐115.3 212.5 107.5 9.39 12.3AR‐1 10/1/2015 0:00:32 21.8 1.68 1680 8.49 ‐114.7 213.1 106.6 9.31 12.3AR‐1 10/1/2015 0:15:32 21.77 1.681 1681 8.48 ‐114.4 213.5 105.7 9.24 12.3AR‐1 10/1/2015 0:30:32 21.72 1.679 1679 8.47 ‐113.9 214.1 104.9 9.18 12.3

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AR‐1 10/1/2015 0:45:32 21.69 1.68 1680 8.46 ‐113.3 214.7 103.9 9.1 12.3AR‐1 10/1/2015 1:00:32 21.64 1.679 1679 8.45 ‐112.9 215.3 103.1 9.03 12.3AR‐1 10/1/2015 1:15:32 21.58 1.674 1674 8.44 ‐112 215.9 102.1 8.96 12.3AR‐1 10/1/2015 1:30:32 21.55 1.675 1675 8.42 ‐111.1 216.9 101.3 8.89 12.3AR‐1 10/1/2015 1:45:32 21.49 1.669 1669 8.41 ‐110.2 217.6 100.4 8.82 12.3AR‐1 10/1/2015 2:00:32 21.49 1.671 1671 8.39 ‐109.4 218.2 99.6 8.75 12.3AR‐1 10/1/2015 2:15:32 21.42 1.667 1667 8.37 ‐108 218.8 98.5 8.67 12.3AR‐1 10/1/2015 2:30:32 21.38 1.664 1664 8.36 ‐107.5 219.4 97.9 8.62 12.3AR‐1 10/1/2015 2:45:32 21.31 1.66 1660 8.35 ‐106.8 220.5 97.1 8.57 12.3AR‐1 10/1/2015 3:00:32 21.24 1.656 1656 8.33 ‐105.5 221.3 96.1 8.49 12.3AR‐1 10/1/2015 3:15:32 21.19 1.654 1654 8.32 ‐104.9 221.9 95.5 8.44 12.3AR‐1 10/1/2015 3:30:32 21.1 1.649 1649 8.3 ‐104.1 222.9 94.6 8.38 12.3AR‐1 10/1/2015 3:45:32 21.13 1.651 1651 8.3 ‐103.8 223.9 94.2 8.33 12.3AR‐1 10/1/2015 4:00:32 21.02 1.645 1645 8.27 ‐102.2 224.9 93.1 8.26 12.3AR‐1 10/1/2015 4:15:32 21.03 1.648 1648 8.26 ‐102 225.3 92.6 8.21 12.3AR‐1 10/1/2015 4:30:32 20.99 1.648 1648 8.24 ‐100.4 226.1 91.7 8.14 12.3AR‐1 10/1/2015 4:45:32 20.92 1.643 1643 8.22 ‐99.4 226.9 90.9 8.08 12.3AR‐1 10/1/2015 5:00:32 20.88 1.641 1641 8.22 ‐99.5 227.5 90.6 8.06 12.3AR‐1 10/1/2015 5:15:32 20.88 1.64 1640 8.21 ‐98.8 228.4 90 8 12.3AR‐1 10/1/2015 5:30:32 20.83 1.637 1637 8.19 ‐97.9 229.1 89.3 7.95 12.3AR‐1 10/1/2015 5:45:32 20.76 1.636 1636 8.18 ‐97.4 229.6 88.8 7.91 12.3AR‐1 10/1/2015 6:00:32 20.78 1.642 1642 8.2 ‐98.4 229.8 88.9 7.92 12.3AR‐1 10/1/2015 6:15:32 20.75 1.636 1636 8.18 ‐97.1 231.1 88.2 7.87 12.3AR‐1 10/1/2015 6:30:32 20.64 1.631 1631 8.16 ‐96.1 231.6 87.5 7.82 12.3AR‐1 10/1/2015 6:45:32 20.64 1.63 1630 8.16 ‐96.1 231.4 87.1 7.78 12.3AR‐1 10/1/2015 7:00:32 20.61 1.627 1627 8.15 ‐95.6 231.3 86.6 7.74 12.3AR‐1 10/1/2015 7:15:32 20.6 1.628 1628 8.14 ‐94.8 231.8 86.3 7.72 12.3AR‐1 10/1/2015 7:30:32 20.56 1.625 1625 8.13 ‐94.2 232.2 85.8 7.68 12.3AR‐1 10/1/2015 7:45:32 20.51 1.625 1625 8.12 ‐93.9 232.3 85.8 7.69 12.3AR‐1 10/1/2015 8:00:32 20.4 1.618 1618 8.12 ‐93.4 232.7 85.9 7.71 12.3AR‐3 9/28/2015 17:00:33 26.91 1.804 1804 8.49 ‐113.8 91.9 140.5 11.16 12.9AR‐3 9/28/2015 17:15:33 26.95 1.801 1801 8.49 ‐113.6 75.4 142.2 11.29 12.9AR‐3 9/28/2015 17:30:33 27 1.801 1801 8.49 ‐113.8 71.4 143.5 11.38 12.9AR‐3 9/28/2015 17:45:33 27.02 1.802 1802 8.49 ‐114 68.9 144.2 11.43 12.9AR‐3 9/28/2015 18:00:33 27 1.803 1803 8.49 ‐113.8 54.6 144.1 11.43 12.9AR‐3 9/28/2015 18:15:33 26.98 1.803 1803 8.49 ‐113.8 42.1 143.5 11.38 12.8AR‐3 9/28/2015 18:30:33 26.93 1.803 1803 8.49 ‐113.7 36.7 143.2 11.37 12.8AR‐3 9/28/2015 18:45:33 26.89 1.802 1802 8.49 ‐113.6 32.8 142.3 11.31 12.8AR‐3 9/28/2015 19:00:33 26.84 1.801 1801 8.48 ‐113.5 31.6 141.3 11.24 12.8AR‐3 9/28/2015 19:15:33 26.8 1.8 1800 8.48 ‐113.3 28.7 140.3 11.16 12.8AR‐3 9/28/2015 19:30:33 26.75 1.799 1799 8.48 ‐113.2 36.5 139 11.07 12.8AR‐3 9/28/2015 19:45:33 26.71 1.799 1799 8.48 ‐112.9 45.9 137.6 10.97 12.8AR‐3 9/28/2015 20:00:33 26.66 1.798 1798 8.47 ‐112.7 48.2 136.3 10.87 12.8AR‐3 9/28/2015 20:15:33 26.61 1.796 1796 8.47 ‐112.5 48.6 135 10.78 12.8AR‐3 9/28/2015 20:30:33 26.56 1.794 1794 8.47 ‐112.4 48.1 134 10.71 12.9AR‐3 9/28/2015 20:45:33 26.52 1.791 1791 8.47 ‐112.4 47.1 132.9 10.63 12.8AR‐3 9/28/2015 21:00:33 26.48 1.789 1789 8.46 ‐112.1 46.1 131.5 10.53 12.8AR‐3 9/28/2015 21:15:33 26.43 1.787 1787 8.46 ‐111.8 45 130.1 10.42 12.8AR‐3 9/28/2015 21:30:33 26.38 1.786 1786 8.45 ‐111.4 44.1 128.5 10.3 12.9AR‐3 9/28/2015 21:45:33 26.33 1.785 1785 8.44 ‐110.8 42.7 126.7 10.17 12.8AR‐3 9/28/2015 22:00:33 26.27 1.784 1784 8.43 ‐110.3 41.9 125 10.04 12.8AR‐3 9/28/2015 22:15:33 26.21 1.783 1783 8.42 ‐109.8 41.1 123.5 9.93 12.8AR‐3 9/28/2015 22:30:33 26.16 1.782 1782 8.41 ‐109.3 40.1 121.7 9.8 12.8AR‐3 9/28/2015 22:45:33 26.11 1.782 1782 8.4 ‐108.6 39.4 120.1 9.68 12.8AR‐3 9/28/2015 23:00:33 26.07 1.78 1780 8.39 ‐108 38.8 118.4 9.55 12.8AR‐3 9/28/2015 23:15:33 26.02 1.779 1779 8.38 ‐107.3 38.1 116.8 9.42 12.8AR‐3 9/28/2015 23:30:33 25.97 1.778 1778 8.38 ‐107.4 36.3 115.2 9.3 12.8AR‐3 9/28/2015 23:45:33 25.92 1.776 1776 8.36 ‐106.2 36.1 113.8 9.2 12.8AR‐3 9/29/2015 0:00:33 25.89 1.775 1775 8.35 ‐105.4 35.6 112.2 9.07 12.8AR‐3 9/29/2015 0:15:33 25.84 1.774 1774 8.35 ‐105.6 34.4 110.8 8.97 12.8AR‐3 9/29/2015 0:30:33 25.8 1.773 1773 8.33 ‐104.2 34.6 109.5 8.87 12.8AR‐3 9/29/2015 0:45:33 25.75 1.772 1772 8.33 ‐104.4 33.4 108.4 8.79 12.8AR‐3 9/29/2015 1:00:33 25.71 1.771 1771 8.33 ‐104.1 32.9 107.2 8.7 12.8AR‐3 9/29/2015 1:15:33 25.66 1.77 1770 8.31 ‐102.8 33.1 106.2 8.63 12.8AR‐3 9/29/2015 1:30:33 25.62 1.769 1769 8.31 ‐102.8 32 105.2 8.56 12.8AR‐3 9/29/2015 1:45:33 25.57 1.768 1768 8.3 ‐102.4 31.4 104.4 8.49 12.7AR‐3 9/29/2015 2:00:33 25.53 1.767 1767 8.29 ‐101.9 30.9 103.4 8.42 12.8AR‐3 9/29/2015 2:15:33 25.48 1.765 1765 8.27 ‐100.5 31.3 102.6 8.36 12.8AR‐3 9/29/2015 2:30:33 25.44 1.764 1764 8.27 ‐100.7 30.3 101.6 8.29 12.8AR‐3 9/29/2015 2:45:33 25.38 1.763 1763 8.25 ‐99.4 30.7 100.9 8.24 12.7AR‐3 9/29/2015 3:00:33 25.33 1.762 1762 8.25 ‐99.6 29.6 100 8.17 12.8AR‐3 9/29/2015 3:15:33 25.28 1.762 1762 8.24 ‐99.1 29.2 99.1 8.1 12.7AR‐3 9/29/2015 3:30:33 25.23 1.761 1761 8.23 ‐98.5 29 98.3 8.05 12.7AR‐3 9/29/2015 3:45:33 25.18 1.761 1761 8.22 ‐97.8 28.8 97.4 7.98 12.8AR‐3 9/29/2015 4:00:33 25.13 1.76 1760 8.21 ‐97.2 28.6 96.5 7.92 12.7AR‐3 9/29/2015 4:15:33 25.08 1.759 1759 8.2 ‐96.6 28.3 95.8 7.86 12.7AR‐3 9/29/2015 4:30:33 25.03 1.759 1759 8.19 ‐96 27.6 95 7.81 12.7

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AR‐3 9/29/2015 4:45:33 24.98 1.758 1758 8.18 ‐95.2 27.5 94.1 7.74 12.7AR‐3 9/29/2015 5:00:33 24.92 1.757 1757 8.16 ‐94.5 27.6 93.3 7.68 12.7AR‐3 9/29/2015 5:15:33 24.87 1.757 1757 8.15 ‐93.9 27.6 92.5 7.62 12.7AR‐3 9/29/2015 5:30:33 24.82 1.757 1757 8.14 ‐93.1 27.9 91.7 7.56 12.7AR‐3 9/29/2015 5:45:33 24.77 1.757 1757 8.13 ‐92.3 28 90.9 7.51 12.7AR‐3 9/29/2015 6:00:33 24.72 1.758 1758 8.1 ‐90.6 29.1 90.1 7.45 12.7AR‐3 9/29/2015 6:15:33 24.66 1.758 1758 8.1 ‐90.6 28.5 89.4 7.4 12.7AR‐3 9/29/2015 6:30:33 24.61 1.758 1758 8.09 ‐90 28.4 88.7 7.35 12.7AR‐3 9/29/2015 6:45:33 24.56 1.758 1758 8.07 ‐89.3 28.2 88.1 7.3 12.7AR‐3 9/29/2015 7:00:33 24.51 1.757 1757 8.06 ‐88.6 28 87.4 7.25 12.7AR‐3 9/29/2015 7:15:33 24.47 1.757 1757 8.05 ‐88 28.1 86.8 7.21 12.7AR‐3 9/29/2015 7:30:33 24.42 1.757 1757 8.04 ‐87.3 28.4 86.3 7.18 12.7AR‐3 9/29/2015 7:45:33 24.38 1.757 1757 8.03 ‐86.8 28.4 85.9 7.15 12.7AR‐3 9/29/2015 8:00:33 24.34 1.757 1757 8.02 ‐86.3 29.5 85.6 7.12 12.7AR‐3 9/29/2015 8:15:33 24.31 1.757 1757 8.01 ‐85.8 31.6 85.3 7.1 12.7AR‐3 9/29/2015 8:30:33 24.28 1.757 1757 8.01 ‐85.6 30.9 85.2 7.1 12.7AR‐3 9/29/2015 8:45:33 24.25 1.757 1757 8.01 ‐85.3 30.8 85.1 7.1 12.7AR‐3 9/29/2015 9:00:33 24.23 1.757 1757 7.99 ‐84.2 31.4 85.3 7.11 12.7AR‐3 9/29/2015 9:15:33 24.22 1.757 1757 7.99 ‐84.2 30.9 85.6 7.14 12.7AR‐3 9/29/2015 9:30:33 24.22 1.757 1757 7.99 ‐84.2 31.4 86.1 7.18 12.7AR‐3 9/29/2015 9:45:33 24.24 1.757 1757 7.99 ‐84.5 32.1 86.8 7.24 12.7AR‐3 9/29/2015 10:00:33 24.28 1.756 1756 8.01 ‐85.8 32.2 87.9 7.32 12.7AR‐3 9/29/2015 10:15:33 24.34 1.756 1756 8.03 ‐86.7 32.2 89.3 7.43 12.7AR‐3 9/29/2015 10:30:33 24.4 1.755 1755 8.03 ‐86.7 33.1 90.8 7.55 12.7AR‐3 9/29/2015 10:45:33 24.49 1.754 1754 8.06 ‐88.3 32.2 92.7 7.69 12.7AR‐3 9/29/2015 11:00:33 24.59 1.753 1753 8.08 ‐89.7 30.7 94.7 7.85 12.7AR‐3 9/29/2015 11:15:33 24.71 1.753 1753 8.09 ‐90.1 31.1 97 8.02 12.7AR‐3 9/29/2015 11:30:33 24.83 1.753 1753 8.12 ‐91.9 30.6 99.1 8.17 12.7AR‐3 9/29/2015 11:45:33 24.96 1.753 1753 8.14 ‐93.4 30.8 101.4 8.34 12.7AR‐3 9/29/2015 12:00:33 25.09 1.753 1753 8.17 ‐94.8 29.4 104 8.53 12.7AR‐3 9/29/2015 12:15:33 25.23 1.754 1754 8.17 ‐95.1 29.5 106.1 8.69 12.7AR‐3 9/29/2015 12:30:33 25.38 1.754 1754 8.21 ‐97.3 28 108.7 8.88 12.7AR‐3 9/29/2015 12:45:33 25.51 1.754 1754 8.23 ‐98.4 27.2 111 9.04 12.7AR‐3 9/29/2015 13:00:33 25.65 1.754 1754 8.25 ‐99.9 25.7 113.7 9.24 12.7AR‐3 9/29/2015 13:15:33 25.8 1.755 1755 8.27 ‐101.1 24.5 116.1 9.41 12.7AR‐3 9/29/2015 13:30:33 25.89 1.756 1756 8.28 ‐101.3 24.3 117.8 9.53 12.7AR‐3 9/29/2015 13:45:33 26.01 1.756 1756 8.29 ‐102.2 23.9 119.9 9.68 12.7AR‐3 9/29/2015 14:00:33 26.08 1.755 1755 8.32 ‐103.9 22.5 121.4 9.79 12.7AR‐3 9/29/2015 14:15:33 26.24 1.754 1754 8.33 ‐104.6 22.8 124.4 10 12.7AR‐3 9/29/2015 14:30:33 26.4 1.753 1753 8.35 ‐105.5 22.6 126.5 10.14 12.7AR‐3 9/29/2015 14:45:33 26.53 1.752 1752 8.37 ‐106.9 23 128.9 10.31 12.7AR‐3 9/29/2015 15:00:33 26.67 1.751 1751 8.39 ‐108 14.2 131.4 10.48 12.7AR‐3 9/29/2015 15:15:33 26.77 1.75 1750 8.41 ‐109.3 4.8 133.1 10.6 12.7AR‐3 9/29/2015 15:30:33 26.85 1.749 1749 8.43 ‐110.5 7.5 135.2 10.75 12.7AR‐3 9/29/2015 15:45:33 26.92 1.749 1749 8.44 ‐111.1 4.9 136.8 10.87 12.7AR‐3 9/29/2015 16:00:33 26.93 1.748 1748 8.45 ‐111.8 9.5 137.7 10.93 12.7AR‐3 9/29/2015 16:15:33 26.94 1.748 1748 8.46 ‐111.9 6.5 138.1 10.96 12.7AR‐3 9/29/2015 16:30:33 27.02 1.746 1746 8.47 ‐112.9 0 140.2 11.11 12.7AR‐3 9/29/2015 16:45:33 27.09 1.744 1744 8.49 ‐113.8 0.5 142 11.24 12.7AR‐3 9/29/2015 17:00:33 27.1 1.741 1741 8.5 ‐114.4 5.5 142.9 11.31 12.7AR‐3 9/29/2015 17:15:33 27.12 1.739 1739 8.51 ‐114.9 10.3 143.2 11.33 12.7AR‐3 9/29/2015 17:30:33 27.17 1.737 1737 8.51 ‐115.4 14.7 143.9 11.38 12.7AR‐3 9/29/2015 17:45:33 27.18 1.733 1733 8.52 ‐115.7 16.8 144.3 11.4 12.7AR‐3 9/29/2015 18:00:33 27.2 1.733 1733 8.53 ‐116 17.9 144.3 11.41 12.6AR‐3 9/29/2015 18:15:33 27.16 1.734 1734 8.54 ‐116.8 17.2 143.1 11.32 12.7AR‐3 9/29/2015 18:30:33 27.15 1.733 1733 8.53 ‐116.1 16.7 142.3 11.25 12.7AR‐3 9/29/2015 18:45:33 27.13 1.732 1732 8.52 ‐115.8 16.7 140.9 11.15 12.7AR‐3 9/29/2015 19:00:33 27.09 1.73 1730 8.52 ‐115.9 16.9 140.1 11.09 12.7AR‐3 9/29/2015 19:15:33 27.06 1.729 1729 8.54 ‐116.5 16.6 138.6 10.98 12.6AR‐3 9/29/2015 19:30:33 27.02 1.728 1728 8.52 ‐115.8 17.2 137.7 10.91 12.6AR‐3 9/29/2015 19:45:33 26.97 1.729 1729 8.52 ‐115.3 16.5 136 10.79 12.7AR‐3 9/29/2015 20:00:33 26.92 1.732 1732 8.52 ‐115.7 14 134.1 10.65 12.7AR‐3 9/29/2015 20:15:33 26.87 1.733 1733 8.51 ‐114.8 1.5 132.6 10.54 12.7AR‐3 9/29/2015 20:30:33 26.81 1.732 1732 8.5 ‐114.1 1.8 130.6 10.39 12.6AR‐3 9/29/2015 20:45:33 26.74 1.729 1729 8.48 ‐113.2 5.9 127.8 10.19 12.7AR‐3 9/29/2015 21:00:33 26.67 1.726 1726 8.47 ‐112.5 9.1 126.1 10.06 12.7AR‐3 9/29/2015 21:15:33 26.63 1.724 1724 8.46 ‐111.9 10.6 124.1 9.91 12.6AR‐3 9/29/2015 21:30:33 26.56 1.719 1719 8.44 ‐111 11.5 121.6 9.73 12.6AR‐3 9/29/2015 21:45:33 26.5 1.718 1718 8.43 ‐110.3 10.4 119.9 9.59 12.6AR‐3 9/29/2015 22:00:33 26.41 1.716 1716 8.41 ‐109 10.5 117.5 9.42 12.6AR‐3 9/29/2015 22:15:33 26.35 1.713 1713 8.4 ‐108.2 10.8 115.7 9.29 12.6AR‐3 9/29/2015 22:30:33 26.3 1.71 1710 8.39 ‐107.7 10.9 114.2 9.17 12.6AR‐3 9/29/2015 22:45:33 26.21 1.708 1708 8.39 ‐107.7 11 113.8 9.16 12.6AR‐3 9/29/2015 23:00:33 26.08 1.71 1710 8.37 ‐106.5 10.9 110.5 8.91 12.6AR‐3 9/29/2015 23:15:33 25.98 1.711 1711 8.34 ‐104.7 12 108.1 8.73 12.6AR‐3 9/29/2015 23:30:33 25.92 1.711 1711 8.31 ‐103.5 7 105.8 8.55 12.6AR‐3 9/29/2015 23:45:33 25.88 1.711 1711 8.33 ‐104.3 5.7 105.2 8.52 12.6

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AR‐3 9/30/2015 0:00:33 25.84 1.71 1710 8.33 ‐104.5 6.8 105.9 8.57 12.6AR‐3 9/30/2015 0:15:33 25.81 1.709 1709 8.35 ‐105.4 6.7 105.5 8.55 12.6AR‐3 9/30/2015 0:30:33 25.74 1.712 1712 8.35 ‐105.3 7.6 105 8.52 12.6AR‐3 9/30/2015 0:45:33 25.68 1.715 1715 8.35 ‐105.2 9.8 104.2 8.46 12.6AR‐3 9/30/2015 1:00:33 25.59 1.717 1717 8.34 ‐104.9 7.8 103.3 8.4 12.6AR‐3 9/30/2015 1:15:33 25.51 1.716 1716 8.33 ‐104.4 7.3 102.4 8.34 12.6AR‐3 9/30/2015 1:30:33 25.42 1.718 1718 8.32 ‐103.8 6.8 101.2 8.26 12.6AR‐3 9/30/2015 1:45:33 25.32 1.72 1720 8.3 ‐102.6 7 100.1 8.19 12.6AR‐3 9/30/2015 2:00:33 25.21 1.721 1721 8.31 ‐102.9 5.4 99.1 8.12 12.6AR‐3 9/30/2015 2:15:33 25.12 1.722 1722 8.31 ‐103.1 4.5 98.5 8.08 12.6AR‐3 9/30/2015 2:30:33 25.03 1.723 1723 8.3 ‐102.1 4.6 97 7.97 12.6AR‐3 9/30/2015 2:45:33 24.89 1.725 1725 8.28 ‐101.3 5.1 95.6 7.87 12.5AR‐3 9/30/2015 3:00:33 24.82 1.727 1727 8.28 ‐101.1 5.4 94.7 7.82 12.6AR‐3 9/30/2015 3:15:33 24.71 1.721 1721 8.27 ‐100.8 5.1 94 7.77 12.6AR‐3 9/30/2015 3:30:33 24.58 1.724 1724 8.26 ‐99.9 5 92.8 7.69 12.6AR‐3 9/30/2015 3:45:33 24.52 1.62 1620 8.26 ‐99.7 5.3 92.3 7.66 12.6AR‐3 9/30/2015 4:00:33AR‐3 9/30/2015 4:15:33AR‐3 9/30/2015 4:30:33AR‐3 9/30/2015 4:45:33AR‐3 9/30/2015 5:00:33AR‐3 9/30/2015 5:15:33AR‐3 9/30/2015 5:30:33AR‐3 9/30/2015 5:45:33AR‐3 9/30/2015 6:00:33AR‐3 9/30/2015 6:15:33AR‐3 9/30/2015 6:30:33AR‐3 9/30/2015 6:45:33AR‐3 9/30/2015 7:00:33AR‐3 9/30/2015 7:15:33AR‐3 9/30/2015 7:30:33AR‐3 9/30/2015 7:45:33AR‐3 9/30/2015 8:00:33AR‐3 9/30/2015 8:15:33AR‐3 9/30/2015 8:30:33AR‐3 9/30/2015 8:45:33AR‐3 9/30/2015 9:00:34AR‐3 9/30/2015 9:15:33AR‐3 9/30/2015 9:30:33AR‐3 9/30/2015 9:45:33AR‐3 9/30/2015 10:00:33AR‐3 9/30/2015 10:15:33AR‐3 9/30/2015 10:30:33AR‐3 9/30/2015 10:45:33AR‐3 9/30/2015 11:00:33AR‐3 9/30/2015 11:15:33AR‐3 9/30/2015 11:30:33AR‐3 9/30/2015 11:45:33AR‐3 9/30/2015 12:00:33AR‐3 9/30/2015 12:15:33AR‐3 9/30/2015 12:30:33AR‐3 9/30/2015 12:45:33AR‐3 9/30/2015 13:00:33 23.19 1.712 1712 8.42 ‐108.5 207.5 101.2 8.61 12.4AR‐3 9/30/2015 13:15:33 23.18 1.71 1710 8.31 ‐102.5 187.9 102.3 8.71 12.4AR‐3 9/30/2015 13:30:33 23.16 1.706 1706 8.3 ‐101.7 170.7 103.9 8.85 12.4AR‐3 9/30/2015 13:45:33 23.15 1.703 1703 8.31 ‐102.4 155.6 105.5 8.98 12.5AR‐3 9/30/2015 14:00:33 23.17 1.701 1701 8.33 ‐103.6 143 107.3 9.13 12.4AR‐3 9/30/2015 14:15:33 23.16 1.698 1698 8.34 ‐104.4 132.4 108.9 9.27 12.5AR‐3 9/30/2015 14:30:33 23.17 1.695 1695 8.37 ‐106 122.4 110.6 9.41 12.4AR‐3 9/30/2015 14:45:33 23.15 1.693 1693 8.37 ‐106.1 115.3 112.2 9.55 12.4AR‐3 9/30/2015 15:00:33 23.13 1.691 1691 8.41 ‐108.3 107.3 113.8 9.69 12.5AR‐3 9/30/2015 15:15:33 23.17 1.688 1688 8.43 ‐109.1 102.2 116 9.87 12.5AR‐3 9/30/2015 15:30:33 23.18 1.686 1686 8.46 ‐111 96.5 118.1 10.05 12.4AR‐3 9/30/2015 15:45:33 23.31 1.685 1685 8.46 ‐111.1 94.4 120.9 10.27 12.4AR‐3 9/30/2015 16:00:33 23.29 1.682 1682 8.5 ‐113.5 90 123.2 10.46 12.4AR‐3 9/30/2015 16:15:33 23.28 1.678 1678 8.52 ‐114.7 86.1 124.9 10.61 12.4AR‐3 9/30/2015 16:30:33 23.26 1.673 1673 8.52 ‐114.5 83.4 126.1 10.71 12.4AR‐3 9/30/2015 16:45:33 23.26 1.67 1670 8.54 ‐115.7 79.3 127.3 10.81 12.4AR‐3 9/30/2015 17:00:33 23.24 1.663 1663 8.53 ‐115.1 76.8 128.4 10.91 12.5AR‐3 9/30/2015 17:15:33 23.24 1.658 1658 8.55 ‐116.5 73.7 129.7 11.03 12.4AR‐3 9/30/2015 17:30:33 23.25 1.653 1653 8.55 ‐116 71.7 131 11.13 12.4AR‐3 9/30/2015 17:45:33 23.22 1.648 1648 8.55 ‐116.1 68.5 131.2 11.15 12.4AR‐3 9/30/2015 18:00:33 23.24 1.645 1645 8.58 ‐117.7 64.5 132.1 11.23 12.4AR‐3 9/30/2015 18:15:33 23.21 1.642 1642 8.56 ‐116.9 62.3 132.5 11.27 12.4AR‐3 9/30/2015 18:30:33 23.22 1.638 1638 8.58 ‐118.1 58.2 132.9 11.3 12.4AR‐3 9/30/2015 18:45:33 23.2 1.635 1635 8.56 ‐117 55.9 132.6 11.28 12.4AR‐3 9/30/2015 19:00:33 23.19 1.631 1631 8.56 ‐116.8 53 132.2 11.25 12.4

Out Of Water

Page 64: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

AR‐3 9/30/2015 19:15:33 23.16 1.63 1630 8.56 ‐116.5 50.4 131.3 11.18 12.4AR‐3 9/30/2015 19:30:33 23.12 1.627 1627 8.55 ‐116.5 48.1 130.9 11.15 12.4AR‐3 9/30/2015 19:45:33 23.09 1.626 1626 8.55 ‐116.3 46.2 129.9 11.07 12.4AR‐3 9/30/2015 20:00:33 23.04 1.624 1624 8.56 ‐116.9 44 129.3 11.03 12.4AR‐3 9/30/2015 20:15:33 22.99 1.621 1621 8.56 ‐116.7 42.9 128.1 10.94 12.4AR‐3 9/30/2015 20:30:33 22.95 1.62 1620 8.56 ‐116.6 41.9 127.1 10.86 12.5AR‐3 9/30/2015 20:45:33 22.87 1.619 1619 8.53 ‐114.8 42.6 125.5 10.74 12.4AR‐3 9/30/2015 21:00:33 22.83 1.618 1618 8.52 ‐114.3 42.3 124.4 10.66 12.4AR‐3 9/30/2015 21:15:33 22.79 1.617 1617 8.53 ‐114.7 40.8 123 10.55 12.4AR‐3 9/30/2015 21:30:33 22.73 1.616 1616 8.5 ‐113.4 41.3 121.5 10.43 12.4AR‐3 9/30/2015 21:45:33 22.67 1.614 1614 8.51 ‐113.6 40.3 120 10.31 12.4AR‐3 9/30/2015 22:00:33 22.61 1.613 1613 8.48 ‐112.2 41.3 118.6 10.2 12.4AR‐3 9/30/2015 22:15:33 22.55 1.613 1613 8.47 ‐111.5 41.8 117.2 10.09 12.4AR‐3 9/30/2015 22:30:33 22.49 1.611 1611 8.46 ‐110.7 42.1 115.7 9.98 12.4AR‐3 9/30/2015 22:45:33 22.43 1.611 1611 8.45 ‐110.2 42.3 114.5 9.88 12.4AR‐3 9/30/2015 23:00:33 22.35 1.611 1611 8.43 ‐109 43.1 112.8 9.75 12.4AR‐3 9/30/2015 23:15:33 22.3 1.612 1612 8.44 ‐109.7 42.5 112 9.69 12.4AR‐3 9/30/2015 23:30:33 22.24 1.612 1612 8.41 ‐108 44 110.5 9.57 12.4AR‐3 9/30/2015 23:45:33 22.19 1.613 1613 8.42 ‐108.2 43.6 109.3 9.48 12.3AR‐3 10/1/2015 0:00:33 22.13 1.613 1613 8.39 ‐106.7 45.3 108.4 9.41 12.3AR‐3 10/1/2015 0:15:33 22.08 1.613 1613 8.39 ‐106.9 44.9 107.2 9.32 12.3AR‐3 10/1/2015 0:30:33 22.04 1.613 1613 8.37 ‐105.5 46.4 106.3 9.25 12.3AR‐3 10/1/2015 0:45:33 21.97 1.613 1613 8.36 ‐105.2 46.3 105.5 9.18 12.4AR‐3 10/1/2015 1:00:33 21.95 1.613 1613 8.35 ‐104.7 47.7 104.8 9.13 12.4AR‐3 10/1/2015 1:15:33 21.88 1.615 1615 8.32 ‐102.9 48.8 103.5 9.03 12.3AR‐3 10/1/2015 1:30:33 21.84 1.617 1617 8.33 ‐103 49.3 103 9 12.3AR‐3 10/1/2015 1:45:33 21.79 1.618 1618 8.32 ‐102.5 50 102.2 8.93 12.3AR‐3 10/1/2015 2:00:33 21.75 1.62 1620 8.31 ‐102.1 50.6 101.4 8.86 12.3AR‐3 10/1/2015 2:15:33 21.69 1.621 1621 8.29 ‐101.1 51.5 100.4 8.79 12.3AR‐3 10/1/2015 2:30:33 21.64 1.622 1622 8.29 ‐100.8 52.1 99.9 8.76 12.3AR‐3 10/1/2015 2:45:33 21.57 1.623 1623 8.27 ‐99.8 52.1 98 8.6 12.3AR‐3 10/1/2015 3:00:33 21.53 1.623 1623 8.25 ‐98.9 53.6 97.4 8.55 12.3AR‐3 10/1/2015 3:15:33 21.47 1.623 1623 8.23 ‐97.7 54.8 96.6 8.49 12.4AR‐3 10/1/2015 3:30:33 21.43 1.624 1624 8.23 ‐97.4 55.5 96.2 8.46 12.3AR‐3 10/1/2015 3:45:33 21.38 1.624 1624 8.21 ‐96.2 56.2 95.2 8.38 12.3AR‐3 10/1/2015 4:00:33 21.34 1.625 1625 8.21 ‐96.3 56.6 94.8 8.36 12.3AR‐3 10/1/2015 4:15:33 21.28 1.625 1625 8.19 ‐95.2 57.6 93.9 8.29 12.3AR‐3 10/1/2015 4:30:33 21.24 1.626 1626 8.2 ‐95.6 55.5 93.2 8.23 12.3AR‐3 10/1/2015 4:45:33 21.19 1.625 1625 8.18 ‐94.4 55.5 92.7 8.19 12.3AR‐3 10/1/2015 5:00:33 21.16 1.626 1626 8.16 ‐93.5 55.7 92.1 8.14 12.3AR‐3 10/1/2015 5:15:33 21.12 1.627 1627 8.15 ‐92.7 55.8 91.2 8.08 12.3AR‐3 10/1/2015 5:30:33 21.08 1.628 1628 8.14 ‐92.5 56.1 90.9 8.06 12.3AR‐3 10/1/2015 5:45:33 21.01 1.629 1629 8.12 ‐91.2 56.8 90.2 8 12.3AR‐3 10/1/2015 6:00:33 20.96 1.629 1629 8.13 ‐91.5 56 89.8 7.98 12.3AR‐3 10/1/2015 6:15:33 20.93 1.628 1628 8.09 ‐89.5 56.3 88.6 7.87 12.3AR‐3 10/1/2015 6:30:33 20.89 1.629 1629 8.09 ‐89.4 57.3 88.1 7.83 12.3AR‐3 10/1/2015 6:45:33 20.84 1.632 1632 8.1 ‐90.1 56.8 87.6 7.79 12.3AR‐3 10/1/2015 7:00:33 20.79 1.632 1632 8.07 ‐88.1 58.5 87 7.75 12.3AR‐3 10/1/2015 7:15:33 20.7 1.629 1629 8.07 ‐88 58.3 86.2 7.69 12.3AR‐3 10/1/2015 7:30:33 20.67 1.63 1630 8.04 ‐86.7 60.3 86.2 7.7 12.3AR‐3 10/1/2015 7:45:33 20.6 1.629 1629 8.05 ‐87.1 59.9 85.8 7.67 12.3AR‐3 10/1/2015 8:00:33 20.57 1.627 1627 8.02 ‐85.5 62.4 85.6 7.66 12.3AR‐3 10/1/2015 8:15:33 20.53 1.627 1627 8.02 ‐85.3 63.5 85.2 7.63 12.3AR‐3 10/1/2015 8:30:33 20.5 1.627 1627 8 ‐84.4 66.1 85.6 7.67 12.3AR‐3 10/1/2015 8:45:34 20.47 1.628 1628 8 ‐84.3 68.4 86 7.71 12.3AR‐3 10/1/2015 9:00:34 20.42 1.631 1631 8.04 ‐86.7 68.4 86.9 7.8 12.3AR‐3 10/1/2015 9:15:33 20.4 1.632 1632 8.02 ‐85.3 71 87.4 7.85 12.3AR‐3 10/1/2015 9:30:33 20.4 1.632 1632 8.04 ‐86.2 72.9 88.8 7.97 12.3AR‐3 10/1/2015 9:45:33 20.41 1.632 1632 8.02 ‐85.3 74.7 89 7.99 12.3AR‐3 10/1/2015 10:00:33 20.51 1.633 1633 8.05 ‐87.2 75.9 91.6 8.21 12.3AR‐3 10/1/2015 10:15:33 20.5 1.634 1634 8.07 ‐88.1 76.5 92.8 8.32 12.3AR‐3 10/1/2015 10:45:33 20.48 1.64 1640 8.23 ‐97 120.2 97.5 8.74 12.3AR‐3 10/1/2015 11:00:34 20.53 1.641 1641 8.24 ‐97.7 110.5 99.1 8.88 12.3AR‐3 10/1/2015 11:15:33 20.65 1.643 1643 8.25 ‐98.6 105.7 101 9.03 12.3AR‐3 10/1/2015 11:30:33 20.76 1.645 1645 8.27 ‐99.8 102.4 103.2 9.2 12.3AR‐3 10/1/2015 11:45:33 20.84 1.645 1645 8.3 ‐101.1 100 105.5 9.39 12.3AR‐3 10/1/2015 12:00:34 20.87 1.646 1646 8.32 ‐102.5 97.8 108 9.6 12.3AR‐3 10/1/2015 12:15:33 20.89 1.646 1646 8.37 ‐105.1 95 110.5 9.82 12.3AR‐3 10/1/2015 12:30:33 21.04 1.646 1646 8.38 ‐105.8 94.9 113.3 10.05 12.3AR‐3 10/1/2015 12:45:33 21.23 1.644 1644 8.4 ‐107.3 94.8 116.7 10.31 12.3AR‐3 10/1/2015 13:00:33 21.36 1.643 1643 8.43 ‐109 94.4 119.7 10.55 12.3AR‐3 10/1/2015 13:15:33 21.43 1.641 1641 8.46 ‐110.7 92.6 122.3 10.77 12.3AR‐3 10/1/2015 13:30:33 21.59 1.64 1640 8.49 ‐112.2 91.2 124.8 10.95 12.3AR‐3 10/1/2015 13:45:33 21.93 1.638 1638 8.52 ‐113.9 90 128.3 11.18 12.3AR‐3 10/1/2015 14:00:33 22.08 1.631 1631 8.54 ‐115.1 88.9 130.9 11.38 12.3AR‐3 10/1/2015 14:15:33 22.25 1.627 1627 8.55 ‐116.1 88.3 133.7 11.58 12.3AR‐3 10/1/2015 14:30:33 22.37 1.623 1623 8.57 ‐116.8 87.8 135.8 11.73 12.3

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AR‐3 10/1/2015 14:45:33 22.56 1.621 1621 8.59 ‐118.5 86.9 137.8 11.87 12.3AR‐3 10/1/2015 15:00:33 22.71 1.616 1616 8.59 ‐118.2 86.4 139.5 11.98 12.3AR‐3 10/1/2015 15:15:33 22.83 1.613 1613 8.59 ‐118.5 85.1 141.2 12.09 12.3AR‐3 10/1/2015 15:30:33 22.93 1.611 1611 8.61 ‐119.3 82.2 142.8 12.21 12.3AR‐3 10/1/2015 15:45:33 23.02 1.61 1610 8.61 ‐119.8 79.7 144.4 12.32 12.3AR‐3 10/1/2015 16:00:33 23.12 1.607 1607 8.62 ‐120.2 77.3 146.3 12.47 12.3AR‐3 10/1/2015 16:15:33 23.17 1.604 1604 8.62 ‐120.4 75 147.6 12.56 12.3AR‐3 10/1/2015 16:30:33 23.23 1.602 1602 8.64 ‐121.6 71.9 148.9 12.66 12.3AR‐3 10/1/2015 16:45:33 23.26 1.601 1601 8.64 ‐121.2 70.1 149.7 12.72 12.3AR‐3 10/1/2015 17:00:33 23.27 1.601 1601 8.64 ‐121.4 68.1 150.5 12.78 12.3AR‐3 10/1/2015 17:15:33 23.26 1.599 1599 8.65 ‐121.8 66 150.8 12.81 12.3AR‐3 10/1/2015 17:30:33 23.24 1.599 1599 8.67 ‐122.9 62.3 150.8 12.82 12.3AR‐3 10/1/2015 17:45:33 23.21 1.597 1597 8.66 ‐122.4 60.1 150.7 12.82 12.3AR‐3 10/1/2015 18:00:33 23.17 1.597 1597 8.66 ‐122.3 57.3 150 12.76 12.3AR‐3 10/1/2015 18:15:33 23.13 1.596 1596 8.66 ‐122.4 54.7 149.4 12.72 12.3AR‐3 10/1/2015 18:30:33 23.08 1.597 1597 8.66 ‐122.4 52.4 148 12.62 12.3AR‐4 9/28/2015 18:00:50 26.71 1785 8.62 ‐122.4 73.5 0.3 140.5 11.19 12.9AR‐4 9/28/2015 18:15:50 26.71 1784 8.61 ‐122.2 74.8 1.7 140.6 11.21 12.9AR‐4 9/28/2015 18:30:50 26.68 1781 8.61 ‐121.9 76 0 139.8 11.15 12.8AR‐4 9/28/2015 18:45:50 26.66 1778 8.6 ‐121.5 77.3 1.1 138.6 11.06 12.8AR‐4 9/28/2015 19:00:50 26.64 1777 8.6 ‐121.2 77.8 1 137.4 10.97 12.8AR‐4 9/28/2015 19:15:50 26.62 1775 8.59 ‐120.8 78.2 1 136.3 10.88 12.9AR‐4 9/28/2015 19:30:50 26.58 1773 8.59 ‐120.5 78.3 0.2 135.1 10.79 12.8AR‐4 9/28/2015 19:45:50 26.54 1771 8.58 ‐120.2 79 0.9 133.6 10.68 12.8AR‐4 9/28/2015 20:00:50 26.51 1770 8.58 ‐119.9 79 ‐0.1 132.5 10.6 12.8AR‐4 9/28/2015 20:15:50 26.49 1770 8.57 ‐119.7 78.9 0.9 131.3 10.51 12.8AR‐4 9/28/2015 20:30:50 26.45 1769 8.57 ‐119.4 79.6 1.4 130.3 10.44 12.8AR‐4 9/28/2015 20:45:50 26.42 1768 8.56 ‐119.1 79.7 ‐0.1 129.3 10.36 12.8AR‐4 9/28/2015 21:00:50 26.37 1766 8.56 ‐118.8 80 1.2 128.3 10.29 12.8AR‐4 9/28/2015 21:15:50 26.34 1766 8.56 ‐118.7 80.4 0.6 127.2 10.2 12.8AR‐4 9/28/2015 21:30:50 26.28 1765 8.55 ‐118.3 80.7 0.9 126.1 10.13 12.8AR‐4 9/28/2015 21:45:50 26.24 1765 8.55 ‐118.1 81.4 0.7 125.1 10.06 12.8AR‐4 9/28/2015 22:00:50 26.2 1764 8.54 ‐117.8 81.2 0.8 124.1 9.99 12.8AR‐4 9/28/2015 22:15:50 26.16 1765 8.54 ‐117.6 81.9 ‐0.8 123.2 9.92 12.8AR‐4 9/28/2015 22:30:50 26.13 1766 8.53 ‐117.2 82 0.8 122.3 9.85 12.8AR‐4 9/28/2015 22:45:50 26.1 1765 8.53 ‐117 82 ‐0.1 121.3 9.78 12.8AR‐4 9/28/2015 23:00:50 26.07 1765 8.52 ‐116.8 82.4 0.2 120.4 9.71 12.8AR‐4 9/28/2015 23:15:50 26.05 1763 8.52 ‐116.5 82.6 0.5 119.7 9.66 12.8AR‐4 9/28/2015 23:30:51 25.99 1762 8.51 ‐116.1 82.6 0.5 118.6 9.57 12.8AR‐4 9/28/2015 23:45:50 25.96 1761 8.51 ‐115.8 83 0.7 117.5 9.5 12.7AR‐4 9/29/2015 0:00:50 25.92 1761 8.5 ‐115.4 83.5 0.4 116.6 9.43 12.7AR‐4 9/29/2015 0:15:50 25.88 1760 8.5 ‐115 83.3 ‐0.2 115.4 9.33 12.7AR‐4 9/29/2015 0:30:50 25.84 1759 8.49 ‐114.5 83.9 0.4 114.1 9.24 12.7AR‐4 9/29/2015 0:45:51 25.82 1758 8.48 ‐114.1 84.1 ‐0.7 112.9 9.15 12.8AR‐4 9/29/2015 1:00:50 25.78 1758 8.47 ‐113.6 84.2 0.6 111.9 9.07 12.8AR‐4 9/29/2015 1:15:50 25.75 1757 8.46 ‐113.2 84.3 0.4 110.8 8.99 12.7AR‐4 9/29/2015 1:30:50 25.71 1756 8.46 ‐112.6 84.1 0.5 109.7 8.9 12.7AR‐4 9/29/2015 1:45:50 25.66 1756 8.45 ‐112.2 84.6 0.7 109 8.85 12.7AR‐4 9/29/2015 2:00:51 25.63 1756 8.44 ‐111.8 84.8 ‐0.2 107.9 8.77 12.8AR‐4 9/29/2015 2:15:51 25.59 1755 8.43 ‐111.2 85 0.4 106.7 8.68 12.7AR‐4 9/29/2015 2:30:50 25.55 1754 8.42 ‐110.7 85.4 ‐0.3 105.8 8.62 12.8AR‐4 9/29/2015 2:45:50 25.52 1754 8.42 ‐110.3 85.8 ‐0.1 105 8.55 12.7AR‐4 9/29/2015 3:00:51 25.49 1754 8.41 ‐109.7 86.1 0.4 104.1 8.48 12.8AR‐4 9/29/2015 3:15:51 25.45 1753 8.4 ‐109.3 86.3 1 103.3 8.42 12.7AR‐4 9/29/2015 3:30:50 25.41 1753 8.39 ‐108.8 86.5 0.5 102.5 8.36 12.7AR‐4 9/29/2015 3:45:50 25.38 1753 8.38 ‐108.3 86.5 0.3 102 8.33 12.7AR‐4 9/29/2015 4:00:51 25.34 1752 8.37 ‐107.7 87.2 0.7 100.9 8.24 12.7AR‐4 9/29/2015 4:15:51 25.3 1751 8.36 ‐107.2 87.2 0.5 100.1 8.18 12.8AR‐4 9/29/2015 4:30:51 25.27 1750 8.36 ‐106.6 87.9 ‐0.1 99.3 8.13 12.7AR‐4 9/29/2015 4:45:51 25.21 1750 8.35 ‐106 88.1 ‐0.1 98.5 8.07 12.7AR‐4 9/29/2015 5:00:51 25.17 1749 8.34 ‐105.6 88.4 0.8 97.8 8.02 12.7AR‐4 9/29/2015 5:15:50 25.12 1749 8.33 ‐105 88.8 0.6 97.2 7.98 12.7AR‐4 9/29/2015 5:30:51 25.06 1748 8.31 ‐104.2 88.6 ‐0.1 96.1 7.89 12.7AR‐4 9/29/2015 5:45:51 25.03 1748 8.31 ‐103.8 88.9 0.8 95.5 7.85 12.7AR‐4 9/29/2015 6:00:51 24.99 1748 8.3 ‐103.3 89.7 0.3 95.1 7.82 12.7AR‐4 9/29/2015 6:15:51 24.94 1747 8.29 ‐102.7 89.8 ‐0.1 94.2 7.76 12.7AR‐4 9/29/2015 6:30:51 24.89 1747 8.28 ‐101.9 90.3 0 93.5 7.7 12.7AR‐4 9/29/2015 6:45:51 24.85 1746 8.27 ‐101.6 90.3 0.4 93 7.67 12.7AR‐4 9/29/2015 7:00:51 24.79 1745 8.25 ‐100.6 91.1 0.3 92 7.59 12.7AR‐4 9/29/2015 7:15:51 24.75 1745 8.24 ‐100 91.6 ‐0.8 91.3 7.54 12.7AR‐4 9/29/2015 7:30:51 24.69 1745 8.23 ‐99.2 92.2 0.1 90.6 7.49 12.7AR‐4 9/29/2015 7:45:51 24.66 1745 8.22 ‐98.7 91.9 0 90.2 7.46 12.7AR‐4 9/29/2015 8:00:51 24.62 1745 8.21 ‐98.3 91.9 ‐0.2 89.7 7.43 12.7AR‐4 9/29/2015 8:15:51 24.6 1745 8.21 ‐98 92 1.2 89.9 7.45 12.7AR‐4 9/29/2015 8:30:51 24.59 1745 8.21 ‐98.1 92.5 1.1 90.3 7.48 12.7AR‐4 9/29/2015 8:45:50 24.58 1745 8.21 ‐98 93 0.4 90.5 7.5 12.7AR‐4 9/29/2015 9:00:51 24.59 1745 8.21 ‐98.1 93 0.2 91 7.54 12.7

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AR‐4 9/29/2015 9:15:51 24.61 1745 8.21 ‐98.1 93.4 0.6 91.6 7.59 12.7AR‐4 9/29/2015 9:30:51 24.64 1745 8.21 ‐98.1 93.8 0.9 92.1 7.62 12.7AR‐4 9/29/2015 9:45:51 24.69 1744 8.22 ‐98.7 93.6 0.9 93.2 7.71 12.6AR‐4 9/29/2015 10:00:51 24.76 1744 8.23 ‐99.1 94.1 0.5 94.1 7.77 12.6AR‐4 9/29/2015 10:15:51 24.82 1745 8.23 ‐99.5 93.3 0.6 95 7.84 12.7AR‐4 9/29/2015 10:30:51 24.89 1744 8.24 ‐100 93.7 ‐1 96.1 7.92 12.7AR‐4 9/29/2015 10:45:51 24.96 1745 8.25 ‐100.5 93.8 ‐0.2 97.2 8 12.7AR‐4 9/29/2015 11:00:51 25.06 1745 8.26 ‐101.2 94.2 0.7 98.8 8.11 12.6AR‐4 9/29/2015 11:15:51 25.15 1746 8.27 ‐101.5 94.4 0.2 100 8.2 12.6AR‐4 9/29/2015 11:30:51 25.23 1746 8.28 ‐102.4 94.3 0.7 101.5 8.31 12.6AR‐4 9/29/2015 11:45:51 25.34 1746 8.3 ‐103.3 94.7 0.2 103.6 8.47 12.6AR‐4 9/29/2015 12:00:51 25.43 1745 8.31 ‐104.2 94 0 105 8.57 12.7AR‐4 9/29/2015 12:15:51 25.55 1745 8.33 ‐105.2 93.3 0.4 107.1 8.71 12.6AR‐4 9/29/2015 12:30:51 25.64 1745 8.35 ‐106.2 93.3 0.2 109 8.85 12.7AR‐4 9/29/2015 12:45:51 25.68 1744 8.35 ‐106.4 93.1 0.1 109.8 8.92 12.6AR‐4 9/29/2015 13:00:50 25.78 1744 8.37 ‐107.7 93.4 0.3 111.8 9.06 12.6AR‐4 9/29/2015 13:15:51 25.91 1744 8.39 ‐108.8 93.1 0.4 113.8 9.2 12.6AR‐4 9/29/2015 13:30:51 25.99 1743 8.4 ‐109.7 92.6 0.1 115.7 9.34 12.6AR‐4 9/29/2015 13:45:51 26.1 1743 8.42 ‐110.8 92.3 ‐0.3 117.8 9.49 12.6AR‐4 9/29/2015 14:00:50 26.15 1742 8.44 ‐111.6 92.3 0.5 119 9.58 12.6AR‐4 9/29/2015 14:15:50 26.18 1742 8.45 ‐112.5 93 1.5 120.2 9.67 12.5AR‐4 9/29/2015 14:30:51 26.19 1742 8.47 ‐113.3 93 0.1 121.4 9.77 12.6AR‐4 9/29/2015 14:45:50 26.29 1742 8.48 ‐114.3 92.5 0.7 123 9.88 12.6AR‐4 9/29/2015 15:00:51 26.4 1741 8.5 ‐115.5 92.3 0 125.1 10.03 12.6AR‐4 9/29/2015 15:15:50 26.48 1741 8.51 ‐116.3 92.5 0.5 126.7 10.14 12.6AR‐4 9/29/2015 15:30:50 26.63 1742 8.55 ‐118.3 92.4 0.8 130.1 10.39 12.6AR‐4 9/29/2015 15:45:50 26.68 1742 8.56 ‐118.8 92.5 0.8 131.2 10.47 12.6AR‐4 9/29/2015 16:00:50 26.74 1741 8.58 ‐120.2 93 ‐0.3 133.4 10.63 12.6AR‐4 9/29/2015 16:15:51 26.7 1742 8.58 ‐120.5 93.4 0.1 133.6 10.65 12.6AR‐4 9/29/2015 16:30:51 26.78 1744 8.6 ‐121.3 93.9 ‐0.2 134.8 10.73 12.6AR‐4 9/29/2015 16:45:50 26.8 1742 8.61 ‐121.7 94.1 0.3 136.2 10.84 12.6AR‐4 9/29/2015 17:00:51 26.87 1741 8.62 ‐122.7 94.4 0.3 137.8 10.95 12.5AR‐4 9/29/2015 17:15:51 26.86 1742 8.64 ‐123.5 94.5 1.1 138.6 11.02 12.6AR‐4 9/29/2015 17:30:51 26.78 1740 8.63 ‐123.4 95 1.1 137.9 10.98 12.5AR‐4 9/29/2015 17:45:51 26.72 1740 8.64 ‐123.5 95.6 0.7 137 10.92 12.6AR‐4 9/29/2015 18:00:50 26.7 1739 8.64 ‐123.9 96.3 1.1 137.1 10.93 12.6AR‐4 9/29/2015 18:15:50 26.65 1737 8.64 ‐123.8 97.2 0.6 136.8 10.92 12.6AR‐4 9/29/2015 18:30:51 26.62 1738 8.65 ‐124.1 97.7 0 136.2 10.88 12.6AR‐4 9/29/2015 18:45:51 26.55 1735 8.64 ‐123.5 98.7 1.3 134.6 10.76 12.5AR‐4 9/29/2015 19:00:51 26.5 1734 8.63 ‐123 99.7 0.4 132.9 10.64 12.5AR‐4 9/29/2015 19:15:51AR‐4 9/29/2015 19:30:51AR‐4 9/29/2015 19:45:51AR‐4 9/29/2015 20:00:51AR‐4 9/29/2015 20:15:51AR‐4 9/29/2015 20:30:51AR‐4 9/29/2015 20:45:51AR‐4 9/29/2015 21:00:51AR‐4 9/29/2015 21:15:51AR‐4 9/29/2015 21:30:51AR‐4 9/29/2015 21:45:51AR‐4 9/29/2015 22:00:51AR‐4 9/29/2015 22:15:51AR‐4 9/29/2015 22:30:51AR‐4 9/29/2015 22:45:51AR‐4 9/29/2015 23:00:51AR‐4 9/29/2015 23:15:51AR‐4 9/29/2015 23:30:51AR‐4 9/29/2015 23:45:51AR‐4 9/30/2015 0:00:51AR‐4 9/30/2015 0:15:51AR‐4 9/30/2015 0:30:51AR‐4 9/30/2015 0:45:51AR‐4 9/30/2015 1:00:51AR‐4 9/30/2015 1:15:51AR‐4 9/30/2015 1:30:51AR‐4 9/30/2015 1:45:51AR‐4 9/30/2015 2:00:51AR‐4 9/30/2015 2:15:51AR‐4 9/30/2015 2:30:51AR‐4 9/30/2015 2:45:51AR‐4 9/30/2015 3:00:51AR‐4 9/30/2015 3:15:51AR‐4 9/30/2015 3:30:51AR‐4 9/30/2015 3:45:51AR‐4 9/30/2015 4:00:51AR‐4 9/30/2015 4:15:51

Out Of Water

Page 67: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

AR‐4 9/30/2015 4:30:52AR‐4 9/30/2015 4:45:51AR‐4 9/30/2015 5:00:51AR‐4 9/30/2015 5:15:51AR‐4 9/30/2015 5:30:52AR‐4 9/30/2015 5:45:51AR‐4 9/30/2015 6:00:52AR‐4 9/30/2015 6:15:51AR‐4 9/30/2015 6:30:51AR‐4 9/30/2015 6:45:52AR‐4 9/30/2015 7:00:52AR‐4 9/30/2015 7:15:51AR‐4 9/30/2015 7:30:52AR‐4 9/30/2015 7:45:52AR‐4 9/30/2015 8:00:52AR‐4 9/30/2015 8:15:52AR‐4 9/30/2015 8:30:52AR‐4 9/30/2015 8:45:51AR‐4 9/30/2015 9:00:52AR‐4 9/30/2015 9:15:52AR‐4 9/30/2015 9:30:51AR‐4 9/30/2015 9:45:52AR‐4 9/30/2015 10:00:51AR‐4 9/30/2015 10:15:52AR‐4 9/30/2015 10:30:51AR‐4 9/30/2015 10:45:52AR‐4 9/30/2015 11:00:52AR‐4 9/30/2015 11:15:52AR‐4 9/30/2015 11:30:51AR‐4 9/30/2015 11:45:51AR‐4 9/30/2015 12:00:52AR‐4 9/30/2015 12:15:51AR‐4 9/30/2015 12:30:51AR‐4 9/30/2015 12:45:51AR‐4 9/30/2015 13:00:51AR‐4 9/30/2015 13:15:52AR‐4 9/30/2015 13:30:51AR‐4 9/30/2015 13:45:51AR‐4 9/30/2015 14:00:51AR‐4 9/30/2015 14:15:52AR‐4 9/30/2015 14:30:52AR‐4 9/30/2015 14:45:51AR‐4 9/30/2015 15:00:51AR‐4 9/30/2015 15:15:51AR‐4 9/30/2015 15:30:51AR‐4 9/30/2015 15:45:51AR‐4 9/30/2015 16:00:51AR‐4 9/30/2015 16:15:51AR‐4 9/30/2015 16:30:51AR‐4 9/30/2015 16:45:51AR‐4 9/30/2015 17:00:51AR‐4 9/30/2015 17:15:51 23.67 1641 8.56 ‐117.9 162 1.3 121 10.2 12.3AR‐4 9/30/2015 17:30:51 23.63 1677 8.6 ‐120.1 182.9 0.9 122.3 10.32 12.3AR‐4 9/30/2015 17:45:51 23.62 1676 8.62 ‐121.4 192 1.2 123 10.38 12.3AR‐4 9/30/2015 18:00:51 23.6 1672 8.63 ‐121.9 199.3 0.8 123.7 10.45 12.3AR‐4 9/30/2015 18:15:51 23.53 1667 8.6 ‐120.6 206.3 0.2 121.7 10.29 12.3AR‐4 9/30/2015 18:30:51 23.5 1667 8.64 ‐122.8 209.4 1 124.1 10.49 12.3AR‐4 9/30/2015 18:45:51 23.45 1663 8.63 ‐122.3 213.6 0.1 123.2 10.43 12.3AR‐4 9/30/2015 19:00:51 23.39 1660 8.64 ‐122.5 216.9 1.3 122.5 10.38 12.3AR‐4 9/30/2015 19:15:51 23.31 1656 8.63 ‐121.9 215.5 0.8 121.5 10.31 12.3AR‐4 9/30/2015 19:30:51 23.27 1653 8.63 ‐121.9 219.7 0.5 120.5 10.23 12.3AR‐4 9/30/2015 19:45:51 23.22 1651 8.63 ‐121.9 218.3 ‐0.1 119.6 10.17 12.3AR‐4 9/30/2015 20:00:51 23.17 1650 8.62 ‐121.5 214.2 0.7 118.7 10.1 12.3AR‐4 9/30/2015 20:15:51 23.12 1647 8.62 ‐121.3 207.6 ‐0.1 117.8 10.03 12.3AR‐4 9/30/2015 20:30:51 23.08 1643 8.61 ‐120.9 200.1 1.1 117 9.97 12.3AR‐4 9/30/2015 20:45:51 23.03 1643 8.6 ‐120.5 193.2 1.7 116 9.9 12.3AR‐4 9/30/2015 21:00:52 22.96 1641 8.6 ‐120.5 188 0.9 115.6 9.87 12.3AR‐4 9/30/2015 21:15:51 22.91 1638 8.6 ‐119.9 183 2.4 114.6 9.8 12.3AR‐4 9/30/2015 21:30:51 22.88 1636 8.58 ‐119.1 178.1 3.2 113.8 9.74 12.2AR‐4 9/30/2015 21:45:51 22.84 1632 8.59 ‐119.8 173.8 3.3 113.5 9.72 12.3AR‐4 9/30/2015 22:00:52 22.81 1633 8.59 ‐119.4 169.7 4.1 112.7 9.66 12.3AR‐4 9/30/2015 22:15:51 22.75 1631 8.58 ‐119.2 166 5.8 112 9.61 12.2AR‐4 9/30/2015 22:30:51 22.69 1632 8.58 ‐118.8 162.4 4.4 111 9.54 12.3AR‐4 9/30/2015 22:45:52 22.66 1631 8.58 ‐118.7 158.8 4.8 110.6 9.51 12.3AR‐4 9/30/2015 23:00:52 22.61 1630 8.57 ‐118.2 155.5 5 109.9 9.46 12.2AR‐4 9/30/2015 23:15:52 22.55 1630 8.56 ‐117.7 152.1 5 109 9.39 12.3AR‐4 9/30/2015 23:30:51 22.46 1631 8.54 ‐116.8 149.5 5.5 107.8 9.3 12.2

Out Of Water

Page 68: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

AR‐4 9/30/2015 23:45:52 22.46 1631 8.54 ‐116.7 146.9 5.3 107.4 9.27 12.3AR‐4 10/1/2015 0:00:52 22.4 1632 8.53 ‐116.2 144.5 4.7 106.4 9.19 12.3AR‐4 10/1/2015 0:15:52 22.34 1632 8.52 ‐115.5 142.6 4.7 105.6 9.13 12.3AR‐4 10/1/2015 0:30:52 22.29 1632 8.51 ‐115.1 140.7 4.6 105.1 9.09 12.3AR‐4 10/1/2015 0:45:52 22.26 1635 8.5 ‐114.2 139.3 5 104.1 9.01 12.3AR‐4 10/1/2015 1:00:52 22.22 1639 8.5 ‐114.3 137.9 3.6 103.6 8.98 12.2AR‐4 10/1/2015 1:15:51 22.15 1637 8.49 ‐113.5 136.8 3.8 103 8.93 12.2AR‐4 10/1/2015 1:30:52 22.11 1638 8.49 ‐113.5 135.9 3.5 102.4 8.89 12.3AR‐4 10/1/2015 1:45:52 22.08 1642 8.48 ‐113.1 134.9 2.4 102.3 8.89 12.2AR‐4 10/1/2015 2:00:52 22.02 1640 8.48 ‐112.9 134.1 3 101.7 8.84 12.2AR‐4 10/1/2015 2:15:52 21.94 1639 8.46 ‐111.9 133.5 3.8 100.8 8.79 12.3AR‐4 10/1/2015 2:30:51 21.91 1643 8.47 ‐112.1 132.9 3.1 100.6 8.77 12.2AR‐4 10/1/2015 2:45:51 21.85 1641 8.45 ‐111.2 132.6 3.7 99.8 8.71 12.2AR‐4 10/1/2015 3:00:51 21.8 1641 8.44 ‐110.7 132.3 3.1 99.2 8.66 12.2AR‐4 10/1/2015 3:15:51 21.76 1643 8.44 ‐110.4 131.4 2.3 98.9 8.65 12.2AR‐4 10/1/2015 3:30:51 21.72 1643 8.44 ‐110.4 130.7 2.6 98.2 8.59 12.2AR‐4 10/1/2015 3:45:51 21.66 1643 8.42 ‐109.4 130.3 2.4 98 8.58 12.3AR‐4 10/1/2015 4:00:51 21.62 1646 8.41 ‐109.1 129.9 1.7 97.4 8.54 12.2AR‐4 10/1/2015 4:15:51 21.54 1639 8.39 ‐107.7 129.7 3.3 96.6 8.48 12.3AR‐4 10/1/2015 4:30:51 21.52 1648 8.42 ‐109.2 129.3 2 96.9 8.51 12.2AR‐4 10/1/2015 4:45:52 21.45 1641 8.38 ‐107 129.3 1.4 95.6 8.41 12.2AR‐4 10/1/2015 5:00:52 21.42 1644 8.37 ‐106.6 129.3 2 95.3 8.38 12.2AR‐4 10/1/2015 5:15:51 21.39 1646 8.39 ‐107.8 129.1 2.2 95.6 8.41 12.2AR‐4 10/1/2015 5:30:51 21.36 1646 8.38 ‐107.2 128.9 1.5 94.8 8.36 12.2AR‐4 10/1/2015 5:45:52 21.29 1642 8.37 ‐106.3 128.8 1.1 94.2 8.31 12.2AR‐4 10/1/2015 6:00:52 21.27 1645 8.37 ‐106.6 128.8 2.1 93.8 8.28 12.2AR‐4 10/1/2015 6:15:52 21.23 1647 8.37 ‐106.5 128.8 0.8 93.5 8.26 12.3AR‐4 10/1/2015 6:30:52 21.16 1645 8.36 ‐105.8 128.8 1.4 93.1 8.24 12.2AR‐4 10/1/2015 6:45:51 21.08 1644 8.35 ‐105.1 128.8 1.9 92.4 8.19 12.2AR‐4 10/1/2015 7:00:51 21.07 1648 8.34 ‐104.7 128.7 1 92.2 8.17 12.2AR‐4 10/1/2015 7:15:51 20.98 1646 8.32 ‐103.6 128.8 1.2 91.5 8.12 12.2AR‐4 10/1/2015 7:30:52 20.96 1646 8.33 ‐104 128.7 1.5 91.5 8.12 12.2AR‐4 10/1/2015 7:45:51 20.9 1640 8.31 ‐102.8 128.7 1.5 91 8.09 12.2AR‐4 10/1/2015 8:00:51 20.87 1641 8.29 ‐101.6 128.6 1.9 90.6 8.06 12.2AR‐4 10/1/2015 8:15:52 20.86 1642 8.29 ‐101.8 128.5 1.2 90.9 8.09 12.2AR‐4 10/1/2015 8:30:52 20.82 1638 8.3 ‐102.1 128.2 0.9 91.3 8.12 12.2AR‐4 10/1/2015 8:45:51 20.84 1645 8.28 ‐101.3 128.1 1.4 91.4 8.13 12.2AR‐4 10/1/2015 9:00:51 20.82 1643 8.31 ‐102.6 128 1.4 91.9 8.19 12.2AR‐4 10/1/2015 9:15:51 20.8 1639 8.3 ‐102.1 128 2.1 92.8 8.27 12.2AR‐4 10/1/2015 9:30:51 20.82 1647 8.34 ‐104.6 128 1.2 94 8.37 12.1AR‐4 10/1/2015 9:45:51 20.83 1644 8.31 ‐103.1 128.4 1.1 94.9 8.44 12.2AR‐4 10/1/2015 10:00:52 20.87 1634 8.31 ‐102.8 128.3 0.8 95.7 8.51 12.2AR‐4 10/1/2015 10:15:51 20.94 1638 8.34 ‐104.6 128 1.7 97.4 8.65 12.1AR‐4 10/1/2015 10:30:51 21.06 1636 8.34 ‐104.6 127.7 0.6 99.1 8.79 12.2AR‐4 10/1/2015 10:45:52 21.14 1633 8.31 ‐102.7 127.3 1.5 99.5 8.8 12.2AR‐4 10/1/2015 11:00:51 21.27 1643 8.37 ‐106.6 126.6 0.7 102.2 9.02 12.2AR‐5 9/28/2015 18:30:33 26.5 1.807 1807 8.59 ‐116.9 104.4 128.7 10.29 12.8AR‐5 9/28/2015 18:45:33 26.46 1.807 1807 8.58 ‐115.9 90 128.3 10.27 12.7AR‐5 9/28/2015 19:00:33 26.39 1.806 1806 8.57 ‐115.6 88.2 126.1 10.11 12.7AR‐5 9/28/2015 19:15:33 26.38 1.806 1806 8.56 ‐114.7 87.5 125.9 10.1 12.7AR‐5 9/28/2015 19:30:33 26.33 1.805 1805 8.55 ‐114.1 87.2 124.4 9.98 12.7AR‐5 9/28/2015 19:45:33 26.29 1.805 1805 8.54 ‐113.6 87.6 123.4 9.91 12.7AR‐5 9/28/2015 20:00:33 26.26 1.804 1804 8.53 ‐113.3 87.9 122.6 9.85 12.7AR‐5 9/28/2015 20:15:33 26.24 1.804 1804 8.53 ‐113.1 88.3 121.9 9.8 12.7AR‐5 9/28/2015 20:30:33 26.2 1.804 1804 8.52 ‐112.5 88.9 120.9 9.72 12.7AR‐5 9/28/2015 20:45:33 26.18 1.804 1804 8.51 ‐112.3 89.4 119.7 9.63 12.7AR‐5 9/28/2015 21:00:33 26.14 1.805 1805 8.51 ‐112.1 90 119.1 9.59 12.7AR‐5 9/28/2015 21:15:34 26.07 1.804 1804 8.5 ‐111.5 90.6 117.7 9.49 12.7AR‐5 9/28/2015 21:30:33 26.06 1.804 1804 8.5 ‐111.4 91.1 117.4 9.47 12.7AR‐5 9/28/2015 21:45:33 26.04 1.804 1804 8.5 ‐111.1 91.5 116.9 9.43 12.7AR‐5 9/28/2015 22:00:34 25.91 1.803 1803 8.49 ‐110.6 92 115.7 9.35 12.7AR‐5 9/28/2015 22:15:34 25.88 1.803 1803 8.48 ‐110.3 92.8 114.7 9.28 12.7AR‐5 9/28/2015 22:30:33 25.89 1.802 1802 8.48 ‐110.3 93.6 114.6 9.27 12.7AR‐5 9/28/2015 22:45:34 25.84 1.802 1802 8.48 ‐109.9 94.4 113.5 9.19 12.7AR‐5 9/28/2015 23:00:34 25.8 1.8 1800 8.47 ‐109.7 94.7 113.1 9.17 12.7AR‐5 9/28/2015 23:15:34 25.64 1.799 1799 8.46 ‐108.8 95.4 110.8 9.01 12.7AR‐5 9/28/2015 23:30:33 25.62 1.798 1798 8.45 ‐108.6 95.8 110.6 8.99 12.7AR‐5 9/28/2015 23:45:33 25.68 1.797 1797 8.46 ‐108.7 96.1 110.4 8.96 12.7AR‐5 9/29/2015 0:00:34 25.67 1.796 1796 8.45 ‐108.5 96.6 109.9 8.93 12.7AR‐5 9/29/2015 0:15:34 25.64 1.796 1796 8.45 ‐108.3 96.7 109.6 8.9 12.7AR‐5 9/29/2015 0:30:34 25.63 1.794 1794 8.44 ‐108 97 108.8 8.84 12.7AR‐5 9/29/2015 0:45:34 25.59 1.794 1794 8.44 ‐107.7 97.4 108.3 8.8 12.7AR‐5 9/29/2015 1:00:34 25.51 1.792 1792 8.43 ‐107.2 97.7 107 8.72 12.7AR‐5 9/29/2015 1:15:34 25.43 1.791 1791 8.42 ‐106.6 98.1 105.6 8.61 12.7AR‐5 9/29/2015 1:30:34 25.46 1.79 1790 8.42 ‐106.4 98.5 105.5 8.6 12.7AR‐5 9/29/2015 1:45:34 25.46 1.789 1789 8.41 ‐106.1 98.8 104.8 8.54 12.7AR‐5 9/29/2015 2:00:34 25.43 1.788 1788 8.4 ‐105.5 99.1 103.9 8.47 12.7

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AR‐5 9/29/2015 2:15:34 25.39 1.787 1787 8.39 ‐104.9 99.6 102.9 8.4 12.7AR‐5 9/29/2015 2:30:34 25.35 1.786 1786 8.38 ‐104.5 100 102 8.33 12.7AR‐5 9/29/2015 2:45:34 25.35 1.785 1785 8.38 ‐104.1 100.3 101.4 8.29 12.7AR‐5 9/29/2015 3:00:34 25.32 1.784 1784 8.37 ‐103.6 101 100.5 8.22 12.7AR‐5 9/29/2015 3:15:34 25.3 1.783 1783 8.36 ‐103.3 101.3 100 8.17 12.7AR‐5 9/29/2015 3:30:34 25.27 1.782 1782 8.36 ‐102.8 101.8 99.4 8.13 12.7AR‐5 9/29/2015 3:45:34 25.17 1.781 1781 8.34 ‐102.2 102.4 98.4 8.06 12.7AR‐5 9/29/2015 4:00:34 25.09 1.779 1779 8.33 ‐101.1 103.2 97.2 7.98 12.7AR‐5 9/29/2015 4:15:34 25.08 1.778 1778 8.33 ‐101 103.6 96.9 7.96 12.7AR‐5 9/29/2015 4:30:34 25.08 1.778 1778 8.32 ‐100.6 104.2 96.7 7.94 12.7AR‐5 9/29/2015 4:45:34 25.02 1.776 1776 8.31 ‐100.2 104.9 96 7.89 12.7AR‐5 9/29/2015 5:00:34 24.97 1.776 1776 8.3 ‐99.6 105.8 95.4 7.85 12.7AR‐5 9/29/2015 5:15:34 24.96 1.775 1775 8.3 ‐99.2 106.6 95.1 7.83 12.7AR‐5 9/29/2015 5:30:34 24.92 1.774 1774 8.29 ‐98.7 107.4 94.4 7.77 12.7AR‐5 9/29/2015 5:45:34 24.81 1.773 1773 8.28 ‐98 108.1 93.4 7.71 12.7AR‐5 9/29/2015 6:00:34 24.79 1.772 1772 8.27 ‐97.4 108.8 92.9 7.66 12.7AR‐5 9/29/2015 6:15:34 24.77 1.772 1772 8.26 ‐96.9 109.9 92.3 7.62 12.7AR‐5 9/29/2015 6:30:34 24.7 1.771 1771 8.25 ‐96.4 110.4 91.6 7.57 12.7AR‐5 9/29/2015 6:45:34 24.63 1.77 1770 8.24 ‐95.9 111.3 91.1 7.54 12.7AR‐5 9/29/2015 7:00:34 24.66 1.77 1770 8.23 ‐95.3 112.4 90.7 7.5 12.7AR‐5 9/29/2015 7:15:34 24.61 1.77 1770 8.22 ‐94.9 113.2 90 7.46 12.6AR‐5 9/29/2015 7:30:34 24.58 1.77 1770 8.21 ‐94.2 114.3 89.6 7.42 12.7AR‐5 9/29/2015 7:45:34 24.52 1.77 1770 8.2 ‐93.9 115.5 89.3 7.41 12.7AR‐5 9/29/2015 8:00:34 24.49 1.77 1770 8.2 ‐93.5 116.8 89.3 7.41 12.7AR‐5 9/29/2015 8:15:34 24.52 1.77 1770 8.2 ‐93.5 117.6 89.5 7.43 12.7AR‐5 9/29/2015 8:30:34 24.53 1.77 1770 8.2 ‐93.5 119 90 7.46 12.6AR‐5 9/29/2015 8:45:34 24.57 1.77 1770 8.2 ‐93.9 120.4 90.6 7.51 12.6AR‐5 9/29/2015 9:00:34 24.63 1.771 1771 8.21 ‐94.1 121.7 91.3 7.56 12.6AR‐5 9/29/2015 9:15:34 24.67 1.771 1771 8.21 ‐94.4 122.7 92.2 7.63 12.7AR‐5 9/29/2015 9:30:34 24.75 1.771 1771 8.23 ‐95.6 123.4 93.9 7.75 12.6AR‐5 9/29/2015 9:45:34 24.82 1.772 1772 8.23 ‐95.2 124.1 93.8 7.74 12.6AR‐5 9/29/2015 10:00:34 24.9 1.772 1772 8.23 ‐95.3 125.3 94.1 7.76 12.6AR‐5 9/29/2015 10:15:34 25 1.768 1768 8.24 ‐95.9 126.8 95.5 7.86 12.6AR‐5 9/29/2015 10:30:34 25.12 1.772 1772 8.26 ‐97 127.4 97 7.96 12.6AR‐5 9/29/2015 10:45:34 25.25 1.771 1771 8.27 ‐97.5 128.4 97.9 8.02 12.7AR‐5 9/29/2015 11:00:34 25.32 1.771 1771 8.27 ‐97.9 129.2 99 8.1 12.6AR‐5 9/29/2015 11:15:34 25.39 1.772 1772 8.27 ‐97.8 130.4 99.3 8.11 12.6AR‐5 9/29/2015 11:30:34 25.51 1.772 1772 8.28 ‐98.6 131.8 100.3 8.17 12.6AR‐5 9/29/2015 11:45:34 25.62 1.771 1771 8.3 ‐99.5 131.9 101.9 8.29 12.6AR‐5 9/29/2015 12:00:34 25.71 1.771 1771 8.3 ‐99.9 132.6 102.4 8.31 12.6AR‐5 9/29/2015 12:15:33 25.78 1.771 1771 8.31 ‐100.3 133.1 103.5 8.39 12.6AR‐5 9/29/2015 12:30:34 25.88 1.77 1770 8.32 ‐101.1 133.7 105.1 8.5 12.6AR‐5 9/29/2015 12:45:34 26 1.77 1770 8.35 ‐102.4 134.6 106.8 8.62 12.6AR‐5 9/29/2015 13:00:33 26.08 1.77 1770 8.36 ‐103.1 135.1 107.8 8.69 12.6AR‐5 9/29/2015 13:15:33 26.19 1.769 1769 8.37 ‐104.1 135.2 109.5 8.81 12.6AR‐5 9/29/2015 13:30:33 26.27 1.769 1769 8.39 ‐105.1 135.3 111 8.92 12.6AR‐5 9/29/2015 13:45:33 26.37 1.769 1769 8.41 ‐106.1 135.1 112.4 9.02 12.6AR‐5 9/29/2015 14:00:33 26.29 1.768 1768 8.42 ‐106.5 135.4 113 9.08 12.6AR‐5 9/29/2015 14:15:34 26.4 1.768 1768 8.43 ‐107.7 135.6 114.8 9.2 12.6AR‐5 9/29/2015 14:30:33 26.43 1.768 1768 8.45 ‐108.3 135.8 115.6 9.26 12.6AR‐5 9/29/2015 14:45:33 26.45 1.768 1768 8.46 ‐109.3 136.7 117.2 9.39 12.6AR‐5 9/29/2015 15:00:33 26.63 1.769 1769 8.49 ‐110.9 136.9 119.4 9.53 12.6AR‐5 9/29/2015 15:15:33 26.65 1.768 1768 8.5 ‐111.6 137.6 120.3 9.6 12.6AR‐5 9/29/2015 15:30:33 26.72 1.769 1769 8.52 ‐112.6 137.8 122.1 9.73 12.6AR‐5 9/29/2015 15:45:33 26.74 1.769 1769 8.53 ‐113.6 137.7 123.3 9.82 12.6AR‐5 9/29/2015 16:00:33 26.82 1.769 1769 8.55 ‐114.6 138.2 125 9.94 12.5AR‐5 9/29/2015 16:15:33 26.83 1.769 1769 8.56 ‐115.3 138.6 125.8 10.01 12.6AR‐5 9/29/2015 16:30:33 26.8 1.769 1769 8.57 ‐115.8 139 126.1 10.04 12.6AR‐5 9/29/2015 16:45:33 26.77 1.769 1769 8.58 ‐116.5 139.6 126.9 10.11 12.6AR‐5 9/29/2015 17:00:33 26.84 1.768 1768 8.6 ‐117.4 139.8 128.3 10.2 12.6AR‐5 9/29/2015 17:15:33 26.87 1.769 1769 8.61 ‐118.3 139.9 129.4 10.28 12.5AR‐5 9/29/2015 17:30:33 26.72 1.768 1768 8.61 ‐118.2 141 128.4 10.23 12.6AR‐5 9/29/2015 17:45:33 26.63 1.767 1767 8.62 ‐118.3 141.7 127.7 10.19 12.6AR‐5 9/29/2015 18:00:33 26.59 1.767 1767 8.62 ‐118.8 142.3 127.3 10.17 12.6AR‐5 9/29/2015 18:15:33 26.53 1.766 1766 8.62 ‐118.8 142.7 127.2 10.17 12.6AR‐5 9/29/2015 18:30:34 26.48 1.766 1766 8.62 ‐118.8 144.1 126.2 10.1 12.5AR‐5 9/29/2015 18:45:34 26.46 1.765 1765 8.61 ‐118.2 146.1 124.6 9.98 12.6AR‐5 9/29/2015 19:00:33 26.43 1.765 1765 8.61 ‐118 147.6 123.3 9.88 12.5AR‐5 9/29/2015 19:15:33 26.37 1.764 1764 8.61 ‐117.7 149.6 121.2 9.72 12.6AR‐5 9/29/2015 19:30:33 26.36 1.764 1764 8.6 ‐117.2 151.1 120.8 9.69 12.6AR‐5 9/29/2015 19:45:33 26.29 1.764 1764 8.6 ‐117 153.9 119.5 9.6 12.5AR‐5 9/29/2015 20:00:33 26.23 1.764 1764 8.59 ‐116.6 154.8 118 9.49 12.6AR‐5 9/29/2015 20:15:33 26.2 1.763 1763 8.58 ‐115.9 156.5 116.8 9.4 12.5AR‐5 9/29/2015 20:30:33 26.16 1.762 1762 8.57 ‐115.6 157.3 115.9 9.33 12.5AR‐5 9/29/2015 20:45:33 26.1 1.762 1762 8.56 ‐115.1 159.2 114.9 9.26 12.5AR‐5 9/29/2015 21:00:34 26.07 1.761 1761 8.57 ‐115.2 160.1 114.4 9.23 12.5AR‐5 9/29/2015 21:15:34 26.07 1.76 1760 8.57 ‐115.2 160.5 114.2 9.21 12.5

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AR‐5 9/29/2015 21:30:34 26.07 1.759 1759 8.57 ‐115.4 163.3 114.5 9.23 12.5AR‐5 9/29/2015 21:45:34 26.05 1.758 1758 8.57 ‐115.2 167.5 113.9 9.19 12.5AR‐5 9/29/2015 22:00:34 26.05 1.757 1757 8.56 ‐114.9 170.5 113.5 9.16 12.5AR‐5 9/29/2015 22:15:33 26 1.757 1757 8.56 ‐114.6 172.9 112.4 9.07 12.5AR‐5 9/29/2015 22:30:33 25.97 1.756 1756 8.55 ‐114.5 174.6 111.7 9.03 12.5AR‐5 9/29/2015 22:45:33 25.91 1.757 1757 8.55 ‐114.3 176.1 110.8 8.96 12.5AR‐5 9/29/2015 23:00:34 25.91 1.755 1755 8.55 ‐114.4 179.4 111.1 8.98 12.5AR‐5 9/29/2015 23:15:34 25.86 1.755 1755 8.55 ‐114.3 183.4 110.8 8.96 12.5AR‐5 9/29/2015 23:30:34 25.85 1.755 1755 8.55 ‐114.2 185.2 110 8.9 12.5AR‐5 9/29/2015 23:45:34 25.82 1.754 1754 8.55 ‐114 186.8 109.7 8.89 12.5AR‐5 9/30/2015 0:00:33 25.76 1.752 1752 8.54 ‐113.8 189.3 109.1 8.85 12.5AR‐5 9/30/2015 0:15:34 25.7 1.752 1752 8.54 ‐113.5 191.9 108.2 8.78 12.5AR‐5 9/30/2015 0:30:34 25.65 1.751 1751 8.54 ‐113.3 193.8 107.7 8.75 12.5AR‐5 9/30/2015 0:45:34 25.59 1.751 1751 8.53 ‐113.1 194.6 106.8 8.68 12.5AR‐5 9/30/2015 1:00:34 25.55 1.75 1750 8.53 ‐112.9 195.5 106 8.63 12.5AR‐5 9/30/2015 1:15:34 25.49 1.749 1749 8.52 ‐112.3 197.2 105.2 8.58 12.5AR‐5 9/30/2015 1:30:34 25.4 1.749 1749 8.51 ‐112.1 199.1 104.2 8.51 12.5AR‐5 9/30/2015 1:45:34 25.32 1.748 1748 8.51 ‐111.6 199.2 103.6 8.47 12.5AR‐5 9/30/2015 2:00:34 25.25 1.747 1747 8.5 ‐111.2 199.2 102.6 8.4 12.5AR‐5 9/30/2015 2:15:34 25.19 1.746 1746 8.5 ‐111 198.1 101.9 8.35 12.5AR‐5 9/30/2015 2:30:33 25.12 1.744 1744 8.49 ‐110.6 195.4 101.3 8.31 12.5AR‐5 9/30/2015 2:45:34 25.01 1.744 1744 8.49 ‐110.3 188.5 100.4 8.26 12.5AR‐5 9/30/2015 3:00:34 24.94 1.743 1743 8.48 ‐109.8 182 99.8 8.22 12.5AR‐5 9/30/2015 3:15:34 24.86 1.742 1742 8.47 ‐109.4 180.6 99 8.16 12.5AR‐5 9/30/2015 3:30:34 24.78 1.741 1741 8.47 ‐109.3 178.9 98.3 8.12 12.4AR‐5 9/30/2015 3:45:34 24.7 1.74 1740 8.46 ‐108.8 177.7 97.8 8.08 12.4AR‐5 9/30/2015 4:00:34 24.61 1.74 1740 8.46 ‐108.5 177.1 97.2 8.05 12.4AR‐5 9/30/2015 4:15:34 24.52 1.738 1738 8.45 ‐108.1 177.2 96.5 8.01 12.5AR‐5 9/30/2015 4:30:34 24.37 1.738 1738 8.44 ‐107.6 177.8 96.1 7.99 12.4AR‐5 9/30/2015 4:45:34 24.31 1.735 1735 8.44 ‐107.2 176.8 95.5 7.95 12.4AR‐5 9/30/2015 5:00:34 24.29 1.736 1736 8.43 ‐106.9 176.5 95.1 7.92 12.4AR‐5 9/30/2015 5:15:34 24.22 1.734 1734 8.42 ‐106.4 174.9 94.5 7.88 12.4AR‐5 9/30/2015 5:30:34 24.14 1.731 1731 8.42 ‐106.1 174.3 94.1 7.86 12.5AR‐5 9/30/2015 5:45:34 24.05 1.732 1732 8.41 ‐105.8 174.4 93.6 7.83 12.4AR‐5 9/30/2015 6:00:34 23.94 1.731 1731 8.4 ‐105.2 175.2 93 7.8 12.4AR‐5 9/30/2015 6:15:34 23.92 1.731 1731 8.4 ‐105.1 176 92.6 7.77 12.4AR‐5 9/30/2015 6:30:34 23.85 1.729 1729 8.39 ‐104.5 176.8 92.3 7.75 12.4AR‐5 9/30/2015 6:45:34 23.76 1.729 1729 8.39 ‐104.2 177.3 91.9 7.73 12.4AR‐5 9/30/2015 7:00:34 23.7 1.728 1728 8.38 ‐103.6 181.5 91.7 7.72 12.4AR‐5 9/30/2015 7:15:34 23.67 1.728 1728 8.37 ‐103.3 183.9 91.2 7.68 12.4AR‐5 9/30/2015 7:30:34 23.62 1.728 1728 8.37 ‐103.1 185.7 91 7.68 12.4AR‐5 9/30/2015 7:45:34 23.51 1.727 1727 8.36 ‐102.7 188.5 90.8 7.68 12.4AR‐5 9/30/2015 8:00:34 23.42 1.725 1725 8.36 ‐102.3 191.2 90.7 7.68 12.4AR‐5 9/30/2015 8:15:34 23.37 1.725 1725 8.35 ‐102.1 193.5 90.7 7.69 12.4AR‐5 9/30/2015 8:30:34 23.34 1.723 1723 8.35 ‐101.9 194.7 91.1 7.73 12.4AR‐5 9/30/2015 8:45:34 23.3 1.722 1722 8.34 ‐101.7 196.4 91.2 7.74 12.4AR‐5 9/30/2015 9:00:34 23.28 1.721 1721 8.34 ‐101.6 197 91.5 7.77 12.4AR‐5 9/30/2015 9:15:34 23.27 1.72 1720 8.34 ‐101.6 198.2 91.9 7.81 12.4AR‐5 9/30/2015 9:30:34 23.26 1.721 1721 8.35 ‐101.8 198.8 92.8 7.89 12.4AR‐5 9/30/2015 9:45:34 23.22 1.718 1718 8.35 ‐101.9 198.1 93.5 7.94 12.4AR‐5 9/30/2015 10:00:34 23.21 1.717 1717 8.35 ‐102.2 197.4 94.5 8.04 12.4AR‐5 9/30/2015 10:15:34 23.24 1.717 1717 8.36 ‐102.7 195.3 95.3 8.1 12.4AR‐5 9/30/2015 10:30:34 23.24 1.716 1716 8.37 ‐103 195.9 96.3 8.18 12.4AR‐5 9/30/2015 10:45:34 23.34 1.715 1715 8.38 ‐103.8 193.8 97.5 8.27 12.4AR‐5 9/30/2015 11:00:34 23.42 1.714 1714 8.39 ‐104.2 191.7 98.7 8.36 12.4AR‐5 9/30/2015 11:15:34 23.44 1.713 1713 8.39 ‐104.2 189.9 99.3 8.41 12.5AR‐5 9/30/2015 11:30:34 23.47 1.709 1709 8.4 ‐104.7 188.6 100.3 8.49 12.4AR‐5 9/30/2015 11:45:34 23.51 1.71 1710 8.4 ‐105 189.1 101 8.54 12.4AR‐5 9/30/2015 12:00:34 23.53 1.709 1709 8.41 ‐105.3 189.3 101.9 8.62 12.4AR‐5 9/30/2015 12:15:34 23.54 1.701 1701 8.41 ‐105.3 189 102.2 8.64 12.4AR‐5 9/30/2015 12:30:34 23.53 1.706 1706 8.41 ‐105.5 188.3 102.6 8.67 12.4AR‐5 9/30/2015 12:45:34 23.51 1.703 1703 8.43 ‐106.3 189.2 104 8.8 12.4AR‐5 9/30/2015 13:00:34 23.48 1.701 1701 8.43 ‐106.6 191.9 104.9 8.87 12.4AR‐5 9/30/2015 13:15:34 23.48 1.701 1701 8.44 ‐107.1 190.9 105.2 8.9 12.3AR‐5 9/30/2015 13:30:34 23.38 1.696 1696 8.44 ‐107.1 189.7 105.3 8.92 12.4AR‐5 9/30/2015 13:45:34 23.32 1.698 1698 8.45 ‐107.5 191.7 106 8.99 12.3AR‐5 9/30/2015 14:00:34 23.29 1.697 1697 8.45 ‐107.8 191.7 106.1 9.01 12.4AR‐5 9/30/2015 14:15:34 23.26 1.694 1694 8.45 ‐107.8 190.4 106.1 9.02 12.4AR‐5 9/30/2015 14:30:34 23.24 1.695 1695 8.46 ‐108.1 193.8 106.9 9.09 12.4AR‐5 9/30/2015 14:45:34 23.25 1.692 1692 8.47 ‐108.6 194.3 107.9 9.17 12.4AR‐5 9/30/2015 15:00:34 23.24 1.691 1691 8.48 ‐109.3 196.4 108.5 9.22 12.4AR‐5 9/30/2015 15:15:34 23.3 1.689 1689 8.49 ‐109.7 197.7 109.5 9.3 12.4AR‐5 9/30/2015 15:30:34 23.38 1.689 1689 8.5 ‐110.5 199.3 110.8 9.39 12.4AR‐5 9/30/2015 15:45:34 23.65 1.688 1688 8.51 ‐111.1 199.6 112.4 9.48 12.4AR‐5 9/30/2015 16:00:34 23.71 1.688 1688 8.52 ‐111.9 198.3 113.2 9.53 12.3AR‐5 9/30/2015 16:15:34 23.73 1.686 1686 8.53 ‐112.5 197.5 113.7 9.58 12.4AR‐5 9/30/2015 16:30:34 23.68 1.685 1685 8.54 ‐112.9 197.7 114.1 9.62 12.4

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AR‐5 9/30/2015 16:45:34 23.6 1.685 1685 8.55 ‐113.3 198.1 114.7 9.68 12.3AR‐5 9/30/2015 17:00:35 23.62 1.686 1686 8.56 ‐114.1 198.5 115.4 9.74 12.4AR‐5 9/30/2015 17:15:34 23.61 1.681 1681 8.57 ‐114.6 198.6 115.9 9.78 12.4AR‐5 9/30/2015 17:30:34 23.56 1.683 1683 8.57 ‐114.9 197.9 115.7 9.78 12.4AR‐5 9/30/2015 17:45:34 23.5 1.682 1682 8.57 ‐114.9 195.7 116.3 9.83 12.4AR‐5 9/30/2015 18:00:34 23.41 1.678 1678 8.57 ‐114.9 195.6 115.7 9.8 12.3AR‐5 9/30/2015 18:15:34 23.32 1.679 1679 8.58 ‐115.1 200.4 115.8 9.83 12.3AR‐5 9/30/2015 18:30:34 23.28 1.678 1678 8.58 ‐114.9 200.7 114.8 9.75 12.3AR‐5 9/30/2015 18:45:34 23.15 1.679 1679 8.56 ‐114.2 202.3 113.1 9.63 12.3AR‐5 9/30/2015 19:00:34 23.04 1.677 1677 8.54 ‐113.1 198.9 111.1 9.48 12.3AR‐5 9/30/2015 19:15:34 22.94 1.674 1674 8.53 ‐112.2 199.8 109.2 9.33 12.3AR‐5 9/30/2015 19:30:34 22.9 1.662 1662 8.52 ‐111.7 194.2 108 9.24 12.3AR‐5 9/30/2015 19:45:34 22.85 1.645 1645 8.52 ‐111.3 194 107.2 9.18 12.3AR‐5 9/30/2015 20:00:34 22.83 1.649 1649 8.52 ‐111.4 196.7 106.9 9.16 12.3AR‐5 9/30/2015 20:15:34 22.79 1.671 1671 8.51 ‐111 185.3 106.4 9.12 12.3AR‐5 9/30/2015 20:30:34 22.76 1.608 1608 8.51 ‐111.1 190.4 106 9.1 12.3AR‐5 9/30/2015 20:45:34 22.71 1.653 1653 8.51 ‐111.2 195.3 105.8 9.08 12.3AR‐5 9/30/2015 21:00:34 22.68 1.663 1663 8.52 ‐111.3 197.6 105.2 9.04 12.3AR‐5 9/30/2015 21:15:34 22.6 1.654 1654 8.52 ‐111.6 196.9 104.8 9.01 12.3AR‐5 9/30/2015 21:30:34 22.61 1.623 1623 8.52 ‐111.7 197.6 104.4 8.98 12.3AR‐5 9/30/2015 21:45:34 22.57 1.645 1645 8.53 ‐111.8 200 104.2 8.97 12.3AR‐5 9/30/2015 22:00:34 22.54 1.62 1620 8.53 ‐111.8 200.9 104 8.96 12.3AR‐5 9/30/2015 22:15:34 22.5 1.618 1618 8.52 ‐111.6 202.3 103.8 8.95 12.3AR‐5 9/30/2015 22:30:34 22.45 1.612 1612 8.52 ‐111.6 203.2 103.5 8.93 12.3AR‐5 9/30/2015 22:45:34 22.43 1.634 1634 8.52 ‐111.6 203.2 103.2 8.91 12.3AR‐5 9/30/2015 23:00:34 22.37 1.639 1639 8.52 ‐111.3 203.6 102.7 8.88 12.3AR‐5 9/30/2015 23:15:34 22.32 1.635 1635 8.52 ‐111.3 204.4 102.4 8.86 12.3AR‐5 9/30/2015 23:30:34 22.29 1.632 1632 8.52 ‐111.2 204.1 102 8.83 12.3AR‐5 9/30/2015 23:45:34 22.24 1.632 1632 8.51 ‐110.9 205.7 101.5 8.8 12.3AR‐5 10/1/2015 0:00:34 22.21 1.628 1628 8.51 ‐110.8 207 101.2 8.77 12.3AR‐5 10/1/2015 0:15:34 22.15 1.624 1624 8.5 ‐110.4 208.2 100.7 8.74 12.3AR‐5 10/1/2015 0:30:34 22.14 1.626 1626 8.5 ‐110.5 208.9 100.6 8.73 12.3AR‐5 10/1/2015 0:45:34 22.11 1.622 1622 8.5 ‐110.2 208.9 100.2 8.7 12.3AR‐5 10/1/2015 1:00:34 22.06 1.62 1620 8.49 ‐109.9 208.1 99.8 8.68 12.3AR‐5 10/1/2015 1:15:34 22.02 1.618 1618 8.49 ‐109.6 208.7 99.4 8.65 12.3AR‐5 10/1/2015 1:30:34 21.95 1.62 1620 8.48 ‐109.3 208.9 99.1 8.63 12.3AR‐5 10/1/2015 1:45:34 21.93 1.616 1616 8.48 ‐108.8 209.3 98.6 8.59 12.3AR‐5 10/1/2015 2:00:34 21.88 1.618 1618 8.47 ‐108.5 210.9 98.1 8.56 12.3AR‐5 10/1/2015 2:15:34 21.84 1.617 1617 8.46 ‐108.2 211.1 97.7 8.53 12.3AR‐5 10/1/2015 2:30:34 21.78 1.617 1617 8.45 ‐107.5 211.9 97.1 8.48 12.3AR‐5 10/1/2015 2:45:34 21.71 1.618 1618 8.44 ‐106.8 213.2 96.7 8.46 12.3AR‐5 10/1/2015 3:00:34 21.67 1.619 1619 8.43 ‐106.4 214.5 96.1 8.42 12.3AR‐5 10/1/2015 3:15:34 21.61 1.62 1620 8.42 ‐105.7 215.1 95.5 8.38 12.3AR‐5 10/1/2015 3:30:34 21.53 1.618 1618 8.41 ‐104.9 215.8 95.1 8.35 12.3AR‐5 10/1/2015 3:45:34 21.52 1.62 1620 8.4 ‐104.5 216.9 94.8 8.32 12.3AR‐5 10/1/2015 4:00:34 21.48 1.624 1624 8.39 ‐104 217.1 94.4 8.3 12.3AR‐5 10/1/2015 4:15:34 21.38 1.624 1624 8.39 ‐103.6 216.2 93.9 8.27 12.3AR‐5 10/1/2015 4:30:34 21.29 1.624 1624 8.37 ‐102.8 216.9 93.4 8.24 12.3AR‐5 10/1/2015 4:45:34 21.28 1.624 1624 8.37 ‐102.7 217.5 93.4 8.24 12.3AR‐5 10/1/2015 5:00:34 21.24 1.624 1624 8.36 ‐102.1 218.4 93 8.21 12.3AR‐5 10/1/2015 5:15:34 21.2 1.625 1625 8.35 ‐101.6 219.6 92.6 8.18 12.3AR‐5 10/1/2015 5:30:34 21.15 1.625 1625 8.35 ‐101.3 220.5 92.4 8.17 12.3AR‐5 10/1/2015 5:45:34 21.11 1.626 1626 8.34 ‐100.8 221.1 92.1 8.16 12.3AR‐5 10/1/2015 6:00:34 21.05 1.626 1626 8.34 ‐100.7 221.6 91.7 8.13 12.3AR‐5 10/1/2015 6:15:34 20.96 1.626 1626 8.33 ‐100.1 221.7 91.6 8.13 12.3AR‐5 10/1/2015 6:30:34 20.91 1.625 1625 8.32 ‐99.5 223.8 91.3 8.12 12.3AR‐5 10/1/2015 6:45:34 20.93 1.626 1626 8.32 ‐99.4 224.4 91 8.09 12.3AR‐5 10/1/2015 7:00:34 20.87 1.626 1626 8.31 ‐98.9 225.8 90.8 8.08 12.3AR‐5 10/1/2015 7:15:34 20.86 1.627 1627 8.31 ‐98.8 226.5 90.7 8.07 12.3AR‐5 10/1/2015 7:30:34 20.81 1.629 1629 8.31 ‐98.8 227.2 90.5 8.06 12.3AR‐5 10/1/2015 7:45:34 20.78 1.63 1630 8.3 ‐98.7 227.6 90.6 8.07 12.3AR‐5 10/1/2015 8:00:34 20.77 1.629 1629 8.31 ‐99 227.6 91.2 8.13 12.3AR‐5 10/1/2015 8:15:34 20.74 1.628 1628 8.31 ‐98.9 227.6 91.8 8.19 12.3AR‐5 10/1/2015 8:30:34 20.66 1.625 1625 8.31 ‐98.8 228 92.2 8.24 12.3AR‐5 10/1/2015 8:45:34 20.66 1.627 1627 8.32 ‐99.3 227.7 92.9 8.3 12.3AR‐5 10/1/2015 9:00:34 20.68 1.626 1626 8.32 ‐99.5 227.8 93.3 8.33 12.3AR‐5 10/1/2015 9:15:34 20.69 1.624 1624 8.32 ‐99.6 228.9 94.4 8.42 12.3AR‐5 10/1/2015 9:30:34 20.79 1.624 1624 8.33 ‐100.4 229.3 95.7 8.53 12.3AR‐5 10/1/2015 9:45:34 20.89 1.624 1624 8.34 ‐100.8 229.3 97 8.63 12.3AR‐5 10/1/2015 10:00:34 21.02 1.623 1623 8.35 ‐101.6 229 98.4 8.73 12.3AR‐5 10/1/2015 10:15:34 21.17 1.624 1624 8.37 ‐102.5 228.1 100.6 8.89 12.3AR‐5 10/1/2015 10:30:34 21.37 1.624 1624 8.38 ‐103.3 227.1 101.7 8.96 12.3AR‐5 10/1/2015 10:45:34 21.75 1.622 1622 8.39 ‐103.8 226.3 103.8 9.08 12.3AR‐5 10/1/2015 11:00:34 21.99 1.621 1621 8.39 ‐103.8 225.3 104.6 9.1 12.3AR‐5 10/1/2015 11:15:34 22.25 1.622 1622 8.4 ‐104.4 223.5 105.9 9.17 12.3AR‐5 10/1/2015 11:30:34 22.61 1.623 1623 8.4 ‐104.9 222.3 107.6 9.26 12.3AR‐5 10/1/2015 11:45:34 22.82 1.623 1623 8.4 ‐104.8 220.9 107.9 9.24 12.3

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AR‐5 10/1/2015 12:00:34 23.13 1.622 1622 8.42 ‐105.9 219 109.5 9.33 12.3AR‐5 10/1/2015 12:15:34 23.03 1.622 1622 8.43 ‐106.2 218.2 109.4 9.34 12.3AR‐5 10/1/2015 12:30:34 23.18 1.622 1622 8.44 ‐107.2 216.5 111 9.44 12.3AR‐5 10/1/2015 12:45:34 23.14 1.622 1622 8.45 ‐107.7 215.6 111.8 9.52 12.3AR‐5 10/1/2015 13:00:33 23.2 1.619 1619 8.46 ‐108 215.5 112 9.53 12.3AR‐5 10/1/2015 13:15:34 23.2 1.62 1620 8.47 ‐108.8 214.5 112.7 9.59 12.3

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Appendix B Time of Travel and Geomorphic Data

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AR-4AR-3 (T-7)

AR-3 (T-6)

AR-2 (T-3)

AR-2 (T-4)

AR-5 (T-8)

AR-5 (T-9)

AR-3 (T-5)

AR-5 (T-10)

AR-7 (T-11)AR-7 (T-12)

AR-1.5 (T-1)

AR-1.5 (T-2)

AR-1 Flow Transects

OnetaOneta

BixbyBixbyCowetaCoweta

ChoskaChoska

LeonardLeonard

StonebluffStonebluff

£¤64

£¤64

ST51

ST72

ST67

ST51B

T u l s aT u l s aC o u n t yC o u n t y

W a g o n e rW a g o n e rC o u n t yC o u n t y

Fry D

itch

Haike

y Cr eek

Coweta Cree k

C edar Creek

Conc

har t y C reek

Rock Creek

Duck Creek

Fry Ditch Number 1

Mount a in Creek

Broken Ar row

Creek

Snake Cree

k

Coal Creek

Fife C reek

Mounta in Creek

Concharty Cr eek

Mountain Creek

Duck Creek

.1

Miles

Transects

StreamsG B MGLP SHEET TITLE

GLP

GLP

IT

APPR.CK.BYREVISIONDATENO

CHECKED BY

APPR. BY

DRAWN BY Strategic Environmental Services219 Brown Lane

Bryant, Arkansas 72022

JOB NAME PROJECT NO. REV. NO

DWG. NO.SCALE

DATE3098-15-701

07/05/2016

SHOWN

DESIGNED BY

SITE MAPRIVER TRANSECTSc ARKANSAS RIVERMODELING

OLSSON - CITY OF BIXBYOKLAHOMA S1

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AR-1.5 (T-1) AR-1.5 (T-2)

9/29/15 wpt. 752 9/29/15 wpt. 753

STA FS Notes Water Depth Bankfull Depth STA FS Notes Water Depth (ft) Bankfull Depth0 1.23 ~RBKF 0 0 3.24 RBKF 0

45 9.15 7.92 7 5.46 REW/WS 0 2.2275 2.08 0.85 16 8.88 3.42 5.64

175 2.79 1.56 32 9.06 3.6 5.82275 3.26 2.03 102 8.64 3.18 5.4375 3.36 2.13 153 8.08 2.62 4.84425 4.12 2.89 210 7.7 2.24 4.46475 3.96 2.73 285 8.15 2.69 4.91546 6.25 WS/REW 0 5.02 390 8.44 2.98 5.2616 6.35 0.1 5.12 489 8.53 3.07 5.29622 7.74 1.49 6.51 549 8.84 3.38 5.6722 7.85 1.6 6.62 633 8.13 2.67 4.89822 8.96 2.71 7.73 720 9.96 TW 4.5 6.72872 10.31 4.06 9.08 1319 5.46 D-est/lgth s 0 2.22882 11.31 TW D-esti 5.06 10.08 1326 3.24 d and lgth est 0

1452 6.25 D-estimatio 0 5.02 Wetted Width (ft) 1312.00Wetted Width (ft) 906.00 Avg. Depth (ft) 2.86Avg Depth (ft) 1.88 Max Depth (ft) 4.50Max Depth (ft) 5.06 CX-Area (ft2) 3755.60

CX-Area (ft2) 1701.02 EW L-Slope (ft/ft) --EW L-Slope (ft/ft) -- EW R-Slope (ft/ft) 158.44EW R-Slope (ft/ft) 66.40 EW Avg. Slope (ft/ft) 158.44EW Avg. Slope (ft/ft) 66.40 BKF L-Slope (ft/ft) --BKF L-Slope (ft/ft) -- BKF R-Slope (ft/ft) 3.15BKF R-Slope (ft/ft) 108.76 BKF Avg Slope (ft/ft) 3.15BKF Avg Slope (ft/ft) 108.76 BKF Width (ft) 1326.00BKF Width (ft) 1452.00 BKF Depth (ft) 4.21BKF Depth (ft) 4.68

-3-2-10123456

546 616 622 722 822 872 882 1452

Dep

th (

ft)

Width (ft)

Cross Section of AR-1 (T-1)

00.5

11.5

22.5

33.5

44.5

5

0 200 400 600 800 1000 1200 1400

Dep

th (

ft)

Width (ft)

Cross Section of AR-1 (T-2)

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AR-2 (T-4)

AR-2 (T-3) 9/30/15 wpt. 7559/30/15 wpt. 254 STA FS Notes Water Depth (ft)STA FS Notes Water Depth (ft) 0 0.79 RBKF 0

0 2.09 RBKF 0 18 5.29 REW/WS 0 4.5249 5.37 REW/WS 0 3.28 75 6.67 1.38 5.88291 5.95 0.58 3.86 153 6.6 1.31 5.81414 6.38 1.01 4.29 222 6.18 0.89 5.39489 6.97 1.6 4.88 267 7.42 2.13 6.63528 8.06 2.69 5.97 309 7.64 2.35 6.85564 8.82 3.45 6.73 372 7.36 2.07 6.57588 7.82 2.45 5.73 471 7.45 2.16 6.66645 8.35 2.98 6.26 546 5.39 LEW/WS 0.1 4.6690 5.42 0.05 3.33 636 4.25 3.46747 5.42 0.05 3.33 759 3.79 LBKF 3810 6.49 1.12 4.4897 5.43 LEW/WS 0.06 3.34906 4.5 2.41927 3.7 LBKF 1.61 Wetted Width (ft) 528

Wetted Width (ft) 648.00 Avg. Depth (ft) 1.38Avg. Depth (ft) 1.34 Max Depth (ft) 2.35Max Depth (ft) 3.45 CX-Area (ft2) 726.88CX-Area (ft2) 866.16 EW L-Slope (ft/ft) 105.33EW L-Slope (ft/ft) 98.23 EW R-Slope (ft/ft) 123.83EW R-Slope (ft/ft) 91.30 EW Avg. Slope (ft/ft) 114.58EW Avg. Slope (ft/ft) 94.77 BKF L-Slope (ft/ft) 133.13BKF L-Slope (ft/ft) 17.34 BKF R-Slope (ft/ft) 4.00BKF R-Slope (ft/ft) 75.91 BKF Avg Slope (ft/ft) 68.56BKF Avg Slope (ft/ft) 46.63 BKF Width (ft) 759BKF Width (ft) 927.00 BKF Depth (ft) 4.95BKF Depth (ft) 3.96

-0.50

0.51

1.52

2.53

3.54

0 200 400 600 800 1000

Dep

th (

ft)

Width (ft)

Cross Section of AR-2 (T-3)

0

0.5

1

1.5

2

2.5

0 200 400 600 800

Dep

th (

ft)

Width (ft)

Cross Section of AR-2 (T-4)

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AR-3 (T-6)

AR-3 (T-5) 9/30/15 wpt 9329/30/15 wpt. 931 TLG STA FS Notes Water Depth (ft)STA FS Notes Water Depth (ft) 0 2.66 RBKF 0

0 0.62 RBKF 0 63 4.26 REW/WS 0 1.621 4.84 REW/WS 0 4.22 216 4.22 -0.04 1.56 7242 6.21 1.37 5.59 279 4.89 0.63 2.2399 5.6 0.76 4.98 333 6.33 2.07 3.67

156 6.61 1.77 5.99 381 5.7 1.44 3.04228 6.91 TW 2.07 6.29 459 5.82 1.56 3.16312 6.28 1.44 5.66 558 6.2 1.94 3.54366 5.23 0.39 4.61 615 6.55 TW 2.29 3.89426 4.86 LEW/WS 0.02 4.24 699 5.9 1.64 3.24570 3.92 LBKF 3.3 732 5.12 LEW/WS 0.86 2.46678 2.48 1.86 864 1.79 LBKF -0.87

Wetted Width (ft) 669Wetted Width (ft) 405 Avg. Depth (ft) 1.24Avg. Depth (ft) 0.98 Max Depth (ft) 2.29Max Depth (ft) 2.07 CX-Area (ft2) 828.89CX-Area (ft2) 395.89 EW L-Slope (ft/ft) 161.11EW L-Slope (ft/ft) 284.44 EW R-Slope (ft/ft) 255.15EW R-Slope (ft/ft) 15.33 EW Avg. Slope (ft/ft) 208.13EW Avg. Slope (ft/ft) 149.89 BKF L-Slope (ft/ft) 39.64BKF L-Slope (ft/ft) 153.19 BKF R-Slope (ft/ft) 39.38BKF R-Slope (ft/ft) 4.98 BKF Avg Slope (ft/ft) 39.51BKF Avg Slope (ft/ft) 79.08 BKF Width (ft) 864BKF Width (ft) 570 BKF Depth (ft) 2.293333333BKF Depth (ft) 4.249090909

0

0.5

1

1.5

2

2.5

0 100 200 300 400 500 600 700 800

Dep

th (

ft)

Width (ft)

Cross Section of AR-3 (T-5)

-0.5

0

0.5

1

1.5

2

2.5

0 200 400 600 800 1000D

ep

th (

ft)

Width (ft)

Cross Section of AR-3 (T-6)

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AR-5 (T8)

AR-3 (T-7) 9/30/15 wpt. 7589/30/15 wpt. 933 TLG STA FS Notes Water Depth (ft)STA FS Notes Water Depth (ft) 0 3.45 RBKF 0

0 0.21 RBKF 0 6 6.72 REW/WS 0 3.27138 4.4 4.19 30 7.68 0.96 4.23348 4.54 4.33 165 6.65 -0.07 3.2468 5.41 REW/WS 0 5.2 228 5.74 -0.98 2.29540 5.99 0.58 5.78 258 3.57 -3.15 0.12609 7.24 1.83 7.03 570 4.29 -2.43 0.84699 7.58 2.17 7.37 918 4.91 -1.81 1.46744 6.46 1.05 6.25 1098 5.85 -0.87 2.4837 6.68 1.27 6.47 1245 5.39 -1.33 1.94921 7.79 2.38 7.58 1320 6.79 0.07 3.34966 8.81 3.4 8.6 1353 8.17 1.45 4.72

1035 6.86 1.45 6.65 1440 8.25 1.53 4.81119 5.41 LEW/WS 0 5.2 1488 8.8 2.08 5.351191 4.91 4.7 1539 7.98 1.26 4.531245 7.77 7.56 1590 7.74 1.02 4.291323 3.38 3.17 1662 7 LEW/WS 0.28 3.551371 1.21 LBKF 1 1785 5.6 2.15

1902 5.48 2.031971 9 5.552274 3.3 LBKF -0.15

Wetted Width (ft) 1656Wetted Width (ft) 651 Avg. Depth (ft) 0.96Avg. Depth (ft) 1.41 Max Depth (ft) 2.08Max Depth (ft) 3.40 CX-Area (ft2) 1591.60CX-Area (ft2) 919.86 EW L-Slope (ft/ft) 96.67EW L-Slope (ft/ft) 45.00 EW R-Slope (ft/ft) 712.50EW R-Slope (ft/ft) 146.47 EW Avg. Slope (ft/ft) 404.58EW Avg. Slope (ft/ft) 95.74 BKF L-Slope (ft/ft) 165.41BKF L-Slope (ft/ft) 60 BKF R-Slope (ft/ft) 1.83BKF R-Slope (ft/ft) 90 BKF Avg Slope (ft/ft) 83.62BKF Avg Slope (ft/ft) 75 BKF Width (ft) 2274BKF Width (ft) 1371 BKF Depth (ft) 2.852857143BKF Depth (ft) 5.357647059

00.5

1

1.52

2.53

3.54

0 200 400 600 800 1000 1200 1400

Dep

th (

ft)

Width (ft)

Cross Section of AR-3 (T-7)

-4

-3

-2

-1

0

1

2

3

0 500 1000 1500 2000

Dep

th (

ft)

Width (ft)

Cross Section of AR-3 (T-8)

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AR-5 (T-10)

AR-5 (T-9) 10/1/15 wpt 7609/30/15 wpt. 759 STA FS Notes Water Depth (ft)STA FS Notes Water Depth (ft) 0 3.48 RBKF 0

0 3.51 RBKF 0 444 4.47 0.9945 6.1 2.59 639 0 -3.48

225 4.71 1.2 675 5.83 REW/WS 0 2.35390 0 -3.51 750 7.74 1.91 4.26450 6.01 REW/WS 0 2.5 897 6.72 0.89 3.24456 8.73 2.72 5.22 1059 9.29 3.46 5.81522 6.52 0.51 3.01 1071 6.02 LEW/WS 0.19 2.54645 8.65 2.64 5.14 1074 1.42 LBKF -2.06723 7.11 1.1 3.6804 5.93 -0.08 2.42933 5.71 -0.3 2.2

1188 6.5 0.49 2.991254 7.6 1.59 4.091260 5.79 LEW/WS 0 2.281266 3.1 LBKF -0.41 Wetted Width (ft) 396

Wetted Width (ft) 810 Avg. Depth (ft) 1.29Avg. Depth (ft) 0.867 Max Depth (ft) 3.46Max Depth (ft) 2.72 CX-Area (ft2) 510.84CX-Area (ft2) 702.27 EW L-Slope (ft/ft) 3.67EW L-Slope (ft/ft) 295.59 EW R-Slope (ft/ft) 110.98EW R-Slope (ft/ft) 2.21 EW Avg. Slope (ft/ft) 57.33EW Avg. Slope (ft/ft) 148.90 BKF L-Slope (ft/ft) 0.65BKF L-Slope (ft/ft) 2.23 BKF R-Slope (ft/ft) 287.23BKF R-Slope (ft/ft) 180.00 BKF Avg Slope (ft/ft) 143.94BKF Avg Slope (ft/ft) 91.12 BKF Width (ft) 1074BKF Width (ft) 1266 BKF Depth (ft) 1.516666667BKF Depth (ft) 2.221333333

-0.5

0

0.5

1

1.5

2

2.5

3

0 200 400 600 800 1000 1200 1400

Dep

th (

ft)

Width (ft)

Cross Section of AR-5 (T-9)

00.5

11.5

22.5

33.5

4

0 200 400 600 800 1000 1200

Dep

th (

ft)

Width (ft)

Cross Section of AR-5 (T-10)

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AR-7 (T-12)

AR-7 (T-11) 10/1/15 wpt 76410/1/15 wpt 762 STA FS Notes Water Depth (ft)STA FS Notes Water Depth (ft) 0 1.19 LBKF 0

0 1.68 LBKF 0 3 3.88 2.696 2.88 1.2 45 4.33 3.14

138 4.2 2.52 126 3.76 2.57168 2.66 0.98 237 5.54 LEW/WS 0 4.35285 -1.68 306 6.02 0.48 4.83312 5.31 LEW/WS 0 3.63 360 6.29 0.75 5.1366 5.8 0.49 4.12 369 7.14 1.6 5.95411 5.21 -0.1 3.53 393 7.89 2.35 6.7468 5.36 0.05 3.68 447 8.03 2.49 6.84495 6.85 1.54 5.17 492 6.76 1.22 5.57531 7.76 2.45 6.08 537 6.33 0.79 5.14549 8.29 2.98 6.61 612 6.19 0.65 5576 8.85 3.54 7.17 651 7.57 2.03 6.38591 8.87 3.56 7.19 693 9.03 3.49 7.84612 8.08 2.77 6.4 726 8.02 2.48 6.83648 6.83 1.52 5.15 795 6.08 REW/WS 0.54 4.89696 6.29 0.98 4.61 813 5.3 4.11759 5.37 REW/WS 0.06 3.69 855 4.22 3.03792 1.34 RBKF 0 -0.34 927 3.88 2.69

1101 -1.68 948 4.02 RBKF 2.831245 3.62 2.43

Wetted Width (ft) 558Wetted Width (ft) 447 Avg. Depth (ft) 1.45Avg. Depth (ft) 1.42 Max Depth (ft) 3.49Max Depth (ft) 3.56 CX-Area (ft2) 809.96CX-Area (ft2) 633.46 EW L-Slope (ft/ft) 130.66EW L-Slope (ft/ft) 78.37 EW R-Slope (ft/ft) 34.58EW R-Slope (ft/ft) 48.00 EW Avg. Slope (ft/ft) 82.62EW Avg. Slope (ft/ft) 63.19 BKF L-Slope (ft/ft) 54.48BKF L-Slope (ft/ft) 85.95 BKF R-Slope (ft/ft) 74.27BKF R-Slope (ft/ft) 8.19 BKF Avg Slope (ft/ft) 64.38BKF Avg Slope (ft/ft) 47.07 BKF Width (ft) 948BKF Width (ft) 792 BKF Depth (ft) 4.495909091BKF Depth (ft) 3.4015

-0.50

0.51

1.52

2.53

3.54

0 200 400 600 800 1000 1200

Dep

th (

ft)

Width (ft)

Cross Section of AR-7 (T-11)

00.5

11.5

22.5

33.5

4

0 200 400 600 800 1000 1200 1400

Dep

th (

ft)

Width (ft)

Cross Section of AR-7 (T-12)

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AR-3 (T-5)

3/17/2016STA FS Notes Water Depth (ft)

0 2.78 RBKF 06 6.2 REW/WS 0 3.42

33 7.71 1.51 4.9360 10.42 4.22 7.64

153 10.62 4.42 7.84303 9.65 3.45 6.87342 8.97 2.77 6.19393 7.68 1.48 4.9516 6.94 0.74 4.16585 6.23 LEW/WS 0.03 3.45717 5.23 LBKF 2.45

Wetted Width (ft) 579Avg. Depth (ft) 2.068888889Max Depth (ft) 4.42CX-Area (ft2) 1197.886667EW L-Slope (ft/ft) 82.45614035EW R-Slope (ft/ft) 86.08695652EW Avg. Slope (ft/ft) 84.27154844BKF L-Slope (ft/ft) 132BKF R-Slope (ft/ft) 1.754385965BKF Avg Slope (ft/ft) 66.87719298BKF Width (ft) 717BKF Depth (ft) 4.713636364

AR-5 (T-9)

9/30/15 wpt. 759STA FS Notes Water Depth (ft)

0 4.95 RBKF 0165 5.67 REW/WS 0 0.72270 6.05 0.38 1.1327 6.76 1.09 1.81393 6.76 1.09 1.81531 7.75 2.08 2.8597 7.58 1.91 2.63645 7.1 1.43 2.15732 7.72 2.05 2.77813 8.39 2.72 3.44849 8.47 2.8 3.52

1089 8.5 2.83 3.551275 9.95 4.28 51380 10.35 4.68 5.41437 5.8 LEW/WS 0.13 0.851467 4.2 LBKF -0.75

Wetted Width (ft) 1272Avg. Depth (ft) 1.962142857Max Depth (ft) 4.28CX-Area (ft2) 2495.845714EW L-Slope (ft/ft) 12.52747253EW R-Slope (ft/ft) 294.8717949EW Avg. Slope (ft/ft) 153.6996337BKF L-Slope (ft/ft) 18.75BKF R-Slope (ft/ft) 229.1666667BKF Avg Slope (ft/ft) 123.9583333BKF Width (ft) 1467BKF Depth (ft) 2.3

00.5

11.5

22.5

33.5

44.5

5

0 100 200 300 400 500 600 700 800

Dep

th (

ft)

Width (ft)

Cross Section of AR-3 (T-5)

0

1

2

3

4

5

6

0 200 400 600 800 1000 1200 1400 1600

Dep

th (

ft)

Width (ft)

Cross Section of AR-5 (T-9)

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MODEL VELOCITY FLOW (m^3/s) FLOW (m^3/s) CALC. (m) TARGET (m) CALC. (m) TARGET (m) MODEL WIDTH FLOW (m^3/s) FLOW (m^3/s) CALC. (m) TARGET (m) CALC. (m) TARGET (m)

REACH "a" "b" LOW HIGH LOW LOW HIGH HIGH REACH "e" "f" LOW HIGH LOW LOW HIGH HIGH

1 0.13000 0.187 23 79 0.23 0.34 0.29 0.41 AR Low & High Flows 22.58 Sum, Win 7Q2 = 1,030 cfs 1 126.10 0.16 23 79 210 219 257 244

2 0.06100 0.356 23 79 0.19 0.21 0.29 0.31 Used in HEC Model 79.004 Spring 7Q2 = 2,790 cfs 2 109.29 0.30 23 79 280 303 409 411

3 0.10400 0.249 23 79 0.23 0.41 0.31 0.51 m^3/s 3 120.19 0.30 23 79 307 400 448 439

4 0.04900 0.459 23 79 0.20 0.22 0.36 0.37 4 68.03 0.35 23 79 205 225 319 322

5 0.10400 0.249 23 79 0.23 0.29 0.31 0.38 DATE: 29-Jun-16 TIME: 16:32 5 120.19 0.30 23 79 307 332 448 397

6 0.47100 -0.199 23 79 0.25 0.51 0.20 0.41 6 21.66 0.79 23 79 253 310 681 408

7 0.26300 -0.199 23 79 0.14 0.36 0.11 0.34 targets based upon 4/16/12 HEC model 7 13.11 0.95 23 79 252 321 825 405

8 0.09200 0.300 23 79 0.23 0.46 0.34 0.56 rcved 4/16/12 from MESHEK. 8 150.97 0.21 23 79 291 328 378 376

9 0.09200 0.300 23 79 0.23 0.30 0.34 0.41 Red Bold fonts = Data Input 9 150.97 0.21 23 79 291 307 378 348

10 0.06100 0.356 23 79 0.19 0.34 0.29 0.52 Blue cells= calculated values / equations 10 109.29 0.30 23 79 280 296 409 319

11 0.08500 0.149 23 79 0.14 0.08 0.16 0.19 11 87.15 0.36 23 79 268 358 422 359

12 0.00220 1.130 23 79 0.07 0.05 0.31 0.12 Find right combination of V and D values that calculate 12 622.67 -0.20 23 79 334 355 260 356

13 0.00100 1.170 23 79 0.04 0.03 0.17 0.09 V, D and W for each low and high flow target for each 13 740.74 -0.22 23 79 373 350 283 351

14 0.00100 1.170 23 79 0.04 0.72 0.17 0.92 model reach. 14 740.74 -0.22 23 79 373 138 283 197

15 0.12200 0.300 23 79 0.31 0.33 0.45 0.41 Relationship is 1 = a * c * e and 1 = b + d + f 15 195.16 0.21 23 79 376 304 489 344

16 0.14300 0.199 23 79 0.27 0.33 0.34 0.45 (from QUAL2EU, QUALTX and LAQUAL) 16 134.48 0.24 23 79 285 248 385 362

17 0.12600 0.280 23 79 0.30 0.32 0.43 0.38 V = aQ^b D = cQ^d W = eQ^f 17 80.98 0.33 23 79 227 244 342 401

18 0.20000 0.157 23 79 0.33 0.30 0.40 0.38 18 54.35 0.44 23 79 216 313 377 400

19 0.10600 0.250 23 79 0.23 0.45 0.32 0.55 19 100.36 0.33 23 79 281 181 424 338

20 0.23000 0.183 23 79 0.41 0.48 0.51 0.57 20 19.76 0.64 23 79 146 195 327 222

K2 @20 oC K2 @T oC

MODEL DEPTH FLOW (m^3/s) FLOW (m^3/s) CALC. (m) TARGET (m) CALC. (m) TARGET (m) O'Conner Texas O'Conner Texas

REACH "c" "d" LOW HIGH LOW LOW HIGH HIGH Dobbins Equation Dobbins Equation Reach NOTES:

1 0.06100 0.650 23 79 0.46 0.55 1.04 0.94 19.78 5.38 24.49 6.66 1

2 0.15000 0.342 23 79 0.44 0.48 0.67 0.70 19.30 5.33 Theta 23.90 6.60 2

3 0.08000 0.450 23 79 0.33 0.19 0.57 0.40 33.06 7.31 1.024 40.92 9.05 3

4 0.30000 0.187 Future 23 79 0.54 0.56 0.68 0.71 14.82 4.55 Temp 18.35 5.63 4 Target values are from HEC models run 4/16/12 by Jim Leach, MESHEK & Assoc.

5 0.08000 0.450 SSpr 23 79 0.33 0.37 0.57 0.60 33.06 7.31 29.0 40.92 9.05 5

6 0.09800 0.410 Dam 23 79 0.35 0.39 0.59 0.62 31.12 7.04 38.52 8.71 6

7 0.29000 0.251 Pool 23 79 0.63 0.68 0.87 0.88 9.61 3.54 11.89 4.39 7

8 0.07200 0.490 23 79 0.33 0.20 0.61 0.41 32.70 7.26 40.48 8.99 8

9 0.07200 0.490 23 79 0.33 0.38 0.61 0.65 32.70 7.26 40.48 8.99 9

10 0.15000 0.342 New 23 79 0.44 0.71 0.67 0.87 19.30 5.33 23.90 6.60 10

11 0.13500 0.490 Zink 23 79 0.62 1.19 1.15 1.37 9.68 3.56 11.98 4.41 11

12 0.73000 0.070 Lake 23 79 0.91 1.80 0.99 1.95 4.07 2.16 5.04 2.67 12

13 1.35000 0.050 Pool 23 79 1.58 2.59 1.68 2.73 1.27 1.10 1.58 1.36 13

14 1.35000 0.050 23 79 1.58 0.40 1.68 0.55 1.27 1.10 1.58 1.36 14

15 0.04200 0.490 23 79 0.19 0.35 0.36 0.65 84.52 12.70 104.63 15.72 15

16 0.05200 0.560 23 79 0.30 0.37 0.60 0.57 40.91 8.27 50.64 10.24 16

17 0.09800 0.390 23 79 0.33 0.36 0.54 0.55 37.28 7.80 46.16 9.66 17

18 0.09200 0.400 23 79 0.32 0.40 0.53 0.64 40.69 8.20 50.37 10.15 18

19 0.09400 0.420 23 79 0.35 0.40 0.59 0.48 30.19 6.93 37.38 8.57 19

20 0.22000 0.175 23 79 0.38 0.37 0.47 0.72 35.18 7.48 43.55 9.26 20

To find the optimum LAQUAL coefficients and exponents for each reach, use a trial and error by

adjusting columns B and C, one reach at a time, and see how the calculated values for widths depths

and velocities for both flow conditions (1000 cfs and 3000 cfs) match the Targets that were derrived

from HEC modeling.

This spreadwheet calculates velocities, widths and depths for the Arkansas River near Bixby, OK.

ARKANSAS RIVER-LOW WATER DAMS: CHANNEL HYDRAULIC COEFFICIENTS AND EXPONENTS

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MODEL VELOCITY FLOW (m^3/s) FLOW (m^3/s) CALC. (m) TARGET (m) CALC. (m) TARGET (m) MODEL WIDTH FLOW (m^3/s) FLOW (m^3/s) CALC. (m) TARGET (m) CALC. (m) TARGET (m)

REACH "a" "b" LOW HIGH LOW LOW HIGH HIGH REACH "e" "f" LOW HIGH LOW LOW HIGH HIGH

21 0.24000 0.171 Future 23 79 0.41 0.50 0.51 0.57 AR Low & High Flows 22.58 Sum, Win 7Q2 = 1,030 cfs 21 88.65 0.23 23 79 181 176 241 243

22 0.37000 0.120 Jenks 23 79 0.54 0.38 0.63 0.55 Used in HEC Model 79.004 Spring 7Q2 = 2,790 cfs 22 64.35 0.29 23 79 159 159 228 247

23 0.12100 0.329 Dam 23 79 0.34 0.46 0.51 0.39 m^3/s 23 38.44 0.41 23 79 138 297 231 417

24 0.59000 -0.152 Pool 23 79 0.37 0.22 0.30 0.36 24 30.82 0.66 23 79 237 250 539 329

25 0.05040 0.455 23 79 0.21 0.26 0.37 0.37 DATE: 29-Jun-16 TIME: 16:32 25 99.21 0.27 23 79 228 298 319 381

26 0.08100 0.328 23 79 0.23 0.30 0.34 0.28 26 113.26 0.28 23 79 271 352 385 445

27 0.25700 -0.049 23 79 0.22 0.28 0.21 0.46 targets based upon 4/16/12 HEC model 27 48.64 0.57 23 79 287 198 584 263

28 0.0680 0.448 Future 23 79 0.27 1.20 0.48 0.70 rcved 4/16/12 from MESHEK. 28 79.49 0.26 23 79 180 160 250 386

29 0.06800 0.448 Bixby 23 79 0.27 0.28 0.48 0.37 Red Bold fonts = Data Input 29 79.49 0.26 23 79 180 269 250 367

30 0.18100 0.190 Dam 23 79 0.33 0.10 0.42 0.20 Blue cells= calculated values / equations 30 72.70 0.31 23 79 191 298 282 314

31 0.18100 0.190 Pool 23 79 0.33 0.09 0.42 0.20 31 72.70 0.31 23 79 191 315 282 329

32 0.18100 0.190 23 79 0.33 0.25 0.42 0.32 Find right combination of V and D values that calculate 32 72.70 0.31 23 79 191 247 282 247

33 0.02200 0.491 23 79 0.10 0.25 0.19 0.31 V, D and W for each low and high flow target for each 33 139.43 0.18 23 79 242 179 302 179

34 0.02200 0.491 23 79 0.10 0.31 0.19 0.47 model reach. 34 139.43 0.18 23 79 242 175 302 175

35 0.11000 0.353 23 79 0.33 0.25 0.51 0.33 Relationship is 1 = a * c * e and 1 = b + d + f 35 90.91 0.20 23 79 171 330 221 418

36 0.11000 0.353 23 79 0.33 0.20 0.51 0.28 (from QUAL2EU, QUALTX and LAQUAL) 36 90.91 0.20 23 79 171 455 221 580

37 0.11000 0.353 23 79 0.33 0.24 0.51 0.41 V = aQ^b D = cQ^d W = eQ^f 37 90.91 0.20 23 79 171 337 221 387

38 0.11000 0.353 23 79 0.33 0.55 0.51 0.69 38 90.91 0.20 23 79 171 291 221 291

39 0.13500 0.152 23 79 0.22 0.30 0.26 0.45 39 74.07 0.42 23 79 277 153 470 153

40 0.03500 0.668 23 79 0.28 0.40 0.65 0.57 40 190.48 -0.07 23 79 155 271 142 306

41 0.03500 0.668 23 79 0.28 0.40 0.65 0.57 41 190.48 -0.07 23 79 155 271 142 306

42 0.03500 0.668 23 79 0.28 0.40 0.65 0.57 42 190.48 -0.07 23 79 155 271 142 306

K2 @20 oC K2 @T oC

MODEL DEPTH FLOW (m^3/s) FLOW (m^3/s) CALC. (m) TARGET (m) CALC. (m) TARGET (m) O'Conner Texas O'Conner Texas

REACH "c" "d" LOW HIGH LOW LOW HIGH HIGH Dobbins Equation Dobbins Equation Reach NOTES:

21 0.04700 0.600 Future 23 79 0.31 0.32 0.65 0.61 48.97 9.11 60.62 11.28 21

22 0.04200 0.590 Jenks 23 79 0.26 0.53 0.55 0.71 69.66 11.16 Theta 86.24 13.82 22

23 0.21500 0.261 Dam 23 79 0.49 0.31 0.67 0.55 22.18 5.71 1.024 27.46 7.07 23

24 0.05500 0.497 Pool 23 79 0.26 0.52 0.48 0.72 59.35 10.24 Temp 73.47 12.68 24 Target values are from HEC models run 4/16/12 by Jim Leach, MESHEK & Assoc.

25 0.20000 0.278 23 79 0.48 0.42 0.67 0.66 17.94 5.09 29.0 22.20 6.30 25

26 0.10900 0.392 23 79 0.37 0.43 0.60 0.73 27.21 6.51 33.68 8.06 26

27 0.08000 0.480 23 79 0.36 0.51 0.65 0.70 28.38 6.68 35.14 8.27 27

28 0.18500 0.290 Future 23 79 0.46 0.15 0.66 0.31 21.90 5.69 27.11 7.05 28

29 0.18500 0.290 Bixby 23 79 0.46 0.49 0.66 0.72 21.90 5.69 27.11 7.05 29

30 0.07600 0.500 Dam 23 79 0.36 1.18 0.68 1.48 34.00 7.37 42.09 9.12 30

31 0.07600 0.500 Pool 23 79 0.36 1.19 0.68 1.48 34.00 7.37 42.09 9.12 31

32 0.07600 0.500 23 79 0.361 0.763 0.676 0.763 34.00 7.37 42.09 9.12 32

33 0.32600 0.332 23 79 0.918 0.414 1.391 0.414 4.68 2.33 5.79 2.88 33

34 0.32600 0.332 23 79 0.918 0.337 1.391 0.337 4.68 2.33 5.79 2.88 34

35 0.10000 0.444 23 79 0.40 0.41 0.70 0.66 29.42 6.76 36.42 8.37 35

36 0.10000 0.444 23 79 0.40 0.32 0.70 0.53 29.42 6.76 36.42 8.37 36

37 0.10000 0.444 23 79 0.40 0.36 0.70 0.54 29.42 6.76 36.42 8.37 37

38 0.10000 0.444 23 79 0.399 0.317 0.696 0.317 29.42 6.76 36.42 8.37 38

39 0.10000 0.425 23 79 0.376 0.437 0.640 0.437 26.04 6.35 32.24 7.86 39

40 0.15000 0.399 23 79 0.52 0.48 0.86 0.78 18.21 5.10 22.55 6.31 40

41 0.15000 0.399 23 79 0.52 0.48 0.86 0.78 18.21 5.10 22.55 6.31 41

42 0.15000 0.399 23 79 0.52 0.48 0.86 0.78 18.21 5.10 22.55 6.31 42

To find the optimum LAQUAL coefficients and exponents for each reach, use a trial and error by

adjusting columns B and C, one reach at a time, and see how the calculated values for widths depths

and velocities for both flow conditions (1000 cfs and 3000 cfs) match the Targets that were derrived

from HEC modeling.

This spreadwheet calculates velocities, widths and depths for the Arkansas River near Bixby, OK.

ARKANSAS RIVER-LOW WATER DAMS: CHANNEL HYDRAULIC COEFFICIENTS AND EXPONENTS

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Photographs of Arkansas River Taken During Fall 2015 Study 

 

AR‐1 looking south 

 

AR‐2 looking north 

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AR‐2 looking upstream from right bank 

 

 

AR‐2 at monitoring station/dye sample location 

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AR‐3 at Monitoring Station 

 

AR‐3/4 Transects 

 

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AR‐3/4 Transects 

 

AR‐3/4 Transects 

 

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AR‐4 Monitoring Station 

 

AR‐5 Monitoring Station and Transects 

 

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AR‐5 Looking downstream along right bank (south shore) 

 

AR‐7 Transects 

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AR‐7 Looking south, just upstream form Hwy 72 bridge 

 

AR‐1.5 Dye plume right after injection 

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Appendix C LAQUAL Model

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Appendix D Model Inputs

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Summary of selected Point Source inputs utilized in the Critical Model.

Point Source Flow (mgd)

Temperature (ºC)

Inorganic Suspended

Solids (mg/L)

Dissolved Oxygen (mg/L)

CBOD-slow

(mg/L)

CBOD-fast

(mg/L)

Org N (µg/L)

Ammonia (µg/L)

Nitrate-Nitrite (µg/L)

Org P (µg/L)

Inorganic P

(µg/L)

Detritus (mg/L)

pH (s.u.)

Sand Cr Lagoon 0.750 32 15 2 15 30 2000 7200 3000 0 0 15 7

Sand Springs WWTP 5.500 32 15 2 15 30 2000 20000 3000 0 1000 15 7

Sun Refinery 3.700 32 19.5 2 23 55.1 2000 18600 3000 0 1000 19.5 7

Sinclair Refinery 1.060 32 12.7 2 16 31.5 2000 16200 3000 0 1000 12.7 7

PSO Tulsa Station 0.401 32 5 2 5 10 2000 10000 3000 0 0 5 7

Tulsa Sside WWTP 41.998 32 15 2 15 30 2000 15000 3000 0 1000 15 7

Sapulpa WWTP 7.000 32 15 2 13 25 2000 4100 3000 0 1000 15 7

Polecat Creek 12.215 32 0 2 6 11.4 2000 1920 3000 0 0 0 7

PSO Riverside Sta 2.501 32 5 2 5 10 2000 10000 3000 0 0 5 7

Jenks WWTP 1.997 32 15 2 15 30 2000 15000 3000 0 1000 15 7

Cogentrix Power 0.297 32 15 2 8 15 0 6000 0 0 0 15 7

Glenpool WWTP 1.441 32 45 2 15 30 2000 20000 3000 0 1000 45 7

Kimberly Clark WWTP 4.531 32 17.5 2 28 55 2000 15000 3000 0 1000 17.5 7

Bixby North Lagoon 0.000 32 45 2 15 30 2000 10000 2900 400 4400 45 7.3

Bixby South Lagoon 5.000 32 45 2 25 30 1440 15000 14000 400 2900 45 7.2

RMUA Haikey Cr WWTP 15.996 32 15 2 15 30 900 15000 500 100 1000 15 7.2

Broken Arrow WWTP 8.001 32 15 2 15 30 850 15000 500 0 2500 15 7.4

Coweta WWTP 0.763 32 45 2 15 30 2000 15000 3000 0 1000 45 7

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Average of Measured Value Column Labels

Row Labels 8/31/2015 9/30/2015 10/31/2015 11/30/2015 12/31/2015 1/31/2016 2/29/2016 3/31/2016 Grand Total

Glenpool 19.8 10.4 11.5 15.1 61.1 41.3 34.2 31.2 29.0

BOD, 5‐day, 20 deg. C 40.6 22.0 25.2 29.6 217.4 105.1 87.0 94.9 77.7

lb/d 76.9 40.1 42.2 55.0 559.8 233.8 169.4 212.9 173.8

mg/L 22.5 12.9 16.6 16.9 46.2 40.8 45.9 35.9 29.7

Chlorine, total residual 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0

mg/L 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0

Flow, in conduit or thru treatment plant 0.6 0.7 0.5 1.6 2.1 1.8 0.7 1.3 1.2

MGD 0.6 0.7 0.5 1.6 2.1 1.8 0.7 1.3 1.2

Nitrogen, ammonia total [as N] 2.6 11.3 20.0 11.3

mg/L 2.6 11.3 20.0 11.3

pH 6.9 6.8 7.0 7.1 6.9 6.9 7.0 7.1 7.0

SU 6.9 6.8 7.0 7.1 6.9 6.9 7.0 7.1 7.0

Solids, total suspended 27.1 21.6 12.0 20.0 86.4 40.3 33.0 41.2 35.2

lb/d 50.8 38.5 26.3 38.6 219.7 91.9 66.0 95.2 78.4

mg/L 15.3 13.1 4.8 10.8 19.7 14.5 16.5 14.2 13.6

Green country 7.0 6.9 6.6 6.1 9.0 5.4 5.7 6.7

Chlorine, total residual 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

mg/L 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Flow, in conduit or thru treatment plant 0.2 0.3 0.2 0.2 0.2 0.2 0.1 0.2

MGD 0.2 0.3 0.2 0.2 0.2 0.2 0.1 0.2

pH 7.0 7.0 6.9 6.9 7.1 7.0 7.1 7.0

SU 7.0 7.0 6.9 6.9 7.1 7.0 7.1 7.0

Solids, total suspended 5.0 5.0 5.0 5.0 21.0 5.0 8.0 7.7

mg/L 5.0 5.0 5.0 5.0 21.0 5.0 8.0 7.7

Temperature, water deg. centigrade 44.8 43.6 41.5 36.5 33.4 29.4 26.4 36.5

deg C 44.8 43.6 41.5 36.5 33.4 29.4 26.4 36.5

Jenks 11.6 15.1 23.3 11.0 18.3 21.1 12.2 73.0 21.4

BOD, 5‐day, 20 deg. C 20.9 19.4 44.7 16.0 20.7 19.9 23.5 75.4 30.1

lb/d 53.7 49.3 109.3 42.0 53.8 52.5 59.2 176.9 74.6

mg/L 4.5 4.4 12.4 3.0 4.2 3.6 5.6 24.6 7.8

Flow, in conduit or thru treatment plant 1.8 1.8 1.5 2.0 2.0 2.3 1.9 2.1 1.9

MGD 1.8 1.8 1.5 2.0 2.0 2.3 1.9 2.1 1.9

Nitrogen, ammonia total [as N] 0.2 1.3 0.2 0.6

mg/L 0.2 1.3 0.2 0.6

pH 7.3 7.2 7.2 7.2 7.2 7.2 7.1 7.1 7.2

SU 7.3 7.2 7.2 7.2 7.2 7.2 7.1 7.1 7.2

Solids, total suspended 26.0 25.0 27.1 26.7 34.1 43.9 26.9 161.8 46.4

lb/d 67.9 65.1 68.7 70.0 88.8 111.8 70.6 355.4 112.3

mg/L 5.0 5.0 6.3 5.0 6.8 10.0 5.0 65.0 13.5

Kimberly Clarke 51.3 50.2 28.5 32.9 24.7 24.8 28.8 39.5 34.9

BOD, 5‐day, 20 deg. C 33.1 30.0 29.7 28.7 25.9 27.8 25.7 29.3 28.8

lb/d 63.2 57.0 56.5 54.4 48.7 52.5 48.5 55.6 54.6

mg/L 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0

Flow, in conduit or thru treatment plant 0.9 1.5 0.8 1.1 1.9 0.8 0.8 0.8 1.1

MGD 0.9 1.5 0.8 1.1 1.9 0.8 0.8 0.8 1.1

Nitrogen, ammonia total [as N] 0.4 0.4 0.5 0.6 0.5 0.7 0.5

mg/L 0.4 0.4 0.5 0.6 0.5 0.7 0.5

Oxygen demand, chem. [high level] [COD] 5.9 13.1 9.8 8.1 13.6 5.0 12.6 10.8 9.8

mg/L 5.9 13.1 9.8 8.1 13.6 5.0 12.6 10.8 9.8

pH 7.6 7.5 7.4 7.6 7.7 7.7 7.6 8.2 7.7

SU 7.6 7.5 7.4 7.6 7.7 7.7 7.6 8.2 7.7

Solids, total dissolved‐ 180 deg. C 441.3 466.5 453.9

mg/L 441.3 466.5 453.9

Solids, total suspended 107.8 97.9 92.0 111.9 75.4 78.7 94.8 138.9 99.7

lb/d 169.5 262.6 252.1 112.4 193.9 200.3 232.4 346.0 221.1

mg/L 76.9 15.5 12.0 111.7 16.2 17.9 26.0 35.3 38.9

PSO Riverside 61.5 4.8 4.7 44.1 4.6 5.2 33.3 5.2 25.4

Chlorine, free available 0.4 0.2 0.3 0.3

lb/d 0.7 0.3 0.5 0.5

mg/L 0.1 0.1 0.1 0.1

Flow, in conduit or thru treatment plant 0.9 1.5 1.2 1.7 1.0 1.7 1.5 1.2 1.3

MGD 0.9 1.5 1.2 1.7 1.0 1.7 1.5 1.2 1.3

pH 8.0 8.2 8.2 8.0 8.2 8.4 8.4 8.2 8.2

SU 8.0 8.2 8.2 8.0 8.2 8.4 8.4 8.2 8.2

Solids, total dissolved‐ 180 deg. C 1,100.0 764.0 561.0 808.3

mg/L 1,100.0 764.0 561.0 808.3

Solids, total suspended 6.5 7.0 5.0 5.8 5.0 8.5 6.3

mg/L 6.5 7.0 5.0 5.8 5.0 8.5 6.3

Sapulpa 21.8 27.8 18.3 24.7 44.3 32.9 31.9 26.5 29.3

BOD, carbonaceous [5 day, 20 C] 30.7 43.6 27.8 28.6 124.2 40.4 31.5 41.9 46.1

lb/d 82.4 116.3 73.2 78.8 340.8 112.7 85.0 116.9 125.8

mg/L 4.9 7.3 5.1 3.6 15.9 4.2 4.8 4.4 6.3

Flow, in conduit or thru treatment plant 2.8 3.4 2.3 4.7 6.3 4.9 3.1 4.9 4.0

MGD 2.8 3.4 2.3 4.7 6.3 4.9 3.1 4.9 4.0

Hardness, total [as CaCO3] 86.0 122.0 94.0 100.7

mg/L 86.0 122.0 94.0 100.7

Nitrogen, ammonia total [as N] 5.4 2.9 7.4 5.1 8.6 5.9 4.7 5.3

lb/d 14.6 15.3 19.3 27.8 23.9 15.9 21.9 19.8

mg/L 0.8 0.5 1.4 0.6 0.9 0.9 1.2 0.8

gphillips
Typewritten Text
gphillips
Typewritten Text
DMR Data Measured During Study Period
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Average of Measured Value Column Labels

Row Labels 8/31/2015 9/30/2015 10/31/2015 11/30/2015 12/31/2015 1/31/2016 2/29/2016 3/31/2016 Grand Total

Oxygen, dissolved [DO] 6.3 7.2 6.9 6.8 6.7 6.0 6.9 6.6 6.7

mg/L 6.3 7.2 6.9 6.8 6.7 6.0 6.9 6.6 6.7

pH 7.5 7.7 7.2 7.3 7.5 7.2 7.2 7.6 7.4

SU 7.5 7.7 7.2 7.3 7.5 7.2 7.2 7.6 7.4

Solids, total suspended 56.7 111.6 30.5 69.1 129.9 76.8 72.4 78.6 78.2

lb/d 150.5 298.2 80.7 187.6 363.3 211.4 193.5 219.7 213.1

mg/L 9.8 18.3 5.5 9.8 13.2 9.5 11.9 8.0 10.7

Tulsa South 107.3 104.8 96.3 116.2 249.6 219.6 172.4 204.7 156.6

BOD, 5‐day, 20 deg. C 154.0 155.2 169.3 285.1 471.5 451.3 298.2 392.2 297.1

lb/d 455.9 459.5 499.0 845.3 1,403.5 1,340.8 884.7 1,164.6 881.7

mg/L 3.0 3.1 4.5 5.0 5.5 6.5 5.0 6.0 4.8

Chlorine, total residual 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

mg/L 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Flow, in conduit or thru treatment plant 27.3 20.2 18.4 35.2 49.7 36.2 21.7 31.4 30.0

MGD 27.3 20.2 18.4 35.2 49.7 36.2 21.7 31.4 30.0

Nitrogen, ammonia total [as N] 0.1 0.1

mg/L 0.1 0.1

pH 6.9 6.8 6.9 7.2 6.9 6.9 6.8 6.8 6.9

SU 6.9 6.8 6.9 7.2 6.9 6.9 6.8 6.8 6.9

Solids, total suspended 216.7 211.0 166.8 301.6 405.8 325.0 315.0 332.8 284.3

lb/d 642.0 624.1 493.5 893.7 1,207.3 966.0 932.0 988.4 843.4

mg/L 4.0 4.5 3.5 5.5 5.0 4.5 6.5 5.0 4.8

Holly Frontier East (Sun Refinery ) 38.6 176.8 88.1 37.7 209.9 28.0 33.9 173.7 107.0

BOD, 5‐day, 20 deg. C 24.8 31.0 19.3 41.0 20.3 18.8 18.8 18.3 24.0

lb/d 46.6 56.5 35.6 75.5 37.5 34.5 34.5 33.5 44.3

mg/L 3.0 5.4 3.0 6.5 3.0 3.0 3.0 3.0 3.7

Flow, in conduit or thru treatment plant 2.1 1.7 1.5 3.8 4.1 1.4 4.0 3.8 2.8

MGD 2.1 1.7 1.5 3.8 4.1 1.4 4.0 3.8 2.8

Nitrogen, ammonia total [as N] 32.3 2.9 1.6 1.7 1.5 1.6 21.7 6.8 7.6

lb/d 60.8 9.0 2.9 3.0 3.0 2.9 40.0 21.5 17.9

mg/L 3.9 0.5 0.3 0.3 0.8 0.3 3.5 0.9 1.1

Oxygen demand, chem. [high level] [COD] 156.4 204.5 396.1 148.3 132.3 126.9 147.3 117.8 178.7

lb/d 294.2 372.0 730.4 272.0 243.5 233.5 271.0 215.5 329.0

mg/L 18.6 37.0 61.8 24.5 21.0 20.3 23.5 20.0 28.3

pH 7.3 7.4 7.4 7.6 7.5 7.4 7.1 7.5 7.4

SU 7.3 7.4 7.4 7.6 7.5 7.4 7.1 7.5 7.4

Solids, total dissolved‐ 180 deg. C 1,710.0 2,180.0 1,800.0 1,896.7

mg/L 1,710.0 2,180.0 1,800.0 1,896.7

Solids, total suspended 29.3 33.5 97.6 38.3 53.1 23.7 22.9 31.1 41.2

lb/d 77.8 83.5 251.1 93.5 135.0 58.1 47.0 78.5 103.1

mg/L 5.0 8.5 20.9 10.7 12.1 6.5 10.9 7.4 10.2

Carbon, tot organic [TOC] 7.0 11.0 8.0 8.0 8.3 8.0 8.0 8.3

mg/L 7.0 11.0 8.0 8.0 8.3 8.0 8.0 8.3

Holly Frontier West (Sinclair) 247.7 356.6 111.1 142.7 119.7 152.6 116.0 97.9 147.0

BOD, 5‐day, 20 deg. C 49.4 100.7 38.0 45.5 80.1 58.5 40.0 69.3 56.8

lb/d 94.9 100.7 104.0 120.5 220.4 163.4 108.1 185.9 137.2

mg/L 4.0 5.0 8.0 10.0 6.0 6.0 11.0 7.4

Flow, in conduit or thru treatment plant 2.8 3.0 2.5 3.2 3.4 3.2 2.5 2.7 2.9

MGD 2.8 3.0 2.5 3.2 3.4 3.2 2.5 2.7 2.9

Nitrogen, ammonia total [as N] 3.4 17.6 7.3 11.0 18.9 3.4 1.7 3.2 7.2

lb/d 11.0 17.6 19.6 41.7 51.8 9.4 6.3 8.7 20.8

mg/L 0.4 1.2 2.2 2.4 0.4 0.4 0.5 1.1

Oxygen demand, chem. [high level] [COD] 951.5 1,364.7 474.1 256.0 458.4 597.2 290.8 335.1 500.1

lb/d 1,825.9 1,364.7 1,297.6 678.0 1,260.8 1,668.9 785.1 899.0 1,222.5

mg/L 77.0 62.4 45.0 57.2 61.3 43.6 53.2 55.6

pH 7.6 7.2 7.4 6.6 7.0 8.0 7.3 7.3

SU 7.6 7.2 7.4 6.6 7.0 8.0 7.3 7.3

Solids, total dissolved‐ 180 deg. C 831.0 1,210.0 696.0 912.3

mg/L 831.0 1,210.0 696.0 912.3

Solids, total suspended 217.2 297.0 102.9 65.7 112.9 197.7 119.9 139.4 140.3

lb/d 414.2 297.0 280.7 173.0 311.3 550.2 326.3 376.6 341.2

mg/L 20.3 14.0 12.0 13.8 21.5 16.8 20.8 16.8

Sand Springs WWTP 55.4 155.7 40.7 50.5 136.7 99.5 72.7 118.3 99.7

BOD, 5‐day, 20 deg. C 123.1 97.3 76.3 89.2 133.3 186.7 131.0 116.1 119.1

lb/d 319.2 237.9 194.8 229.7 355.0 498.2 338.9 299.7 309.2

mg/L 25.0 27.0 17.0 19.0 22.5 30.9 27.0 24.3 24.1

Chlorine, total residual 0.1 0.1 0.0 0.0 0.0

mg/L 0.1 0.1 0.0 0.0 0.0

Flow, in conduit or thru treatment plant 2.1 1.8 1.6 2.6 3.4 2.7 1.7 1.9 2.2

MGD 2.1 1.8 1.6 2.6 3.4 2.7 1.7 1.9 2.2

Nitrogen, ammonia total [as N] 21.2 22.5 21.9

mg/L 21.2 22.5 21.9

pH 7.8 7.6 7.8 7.7 7.7 7.7 7.8 7.7 7.7

SU 7.8 7.6 7.8 7.7 7.7 7.7 7.8 7.7 7.7

Solids, total dissolved‐ 180 deg. C 552.0 586.0 499.0 545.7

mg/L 552.0 586.0 499.0 545.7

Solids, total suspended 73.4 71.1 53.2 72.3 112.7 138.1 105.1 99.9 90.7

lb/d 192.3 180.2 135.7 184.9 298.1 364.5 271.2 257.2 235.5

mg/L 14.0 16.5 12.0 16.0 20.0 24.9 22.0 21.3 18.3

Tulsa PSO  3.6 3.2 3.2 3.1 2.5 3.1 3.1 3.3 3.1

gphillips
Typewritten Text
DMR Data Measured During Study Period
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Average of Measured Value Column Labels

Row Labels 8/31/2015 9/30/2015 10/31/2015 11/30/2015 12/31/2015 1/31/2016 2/29/2016 3/31/2016 Grand Total

Flow, in conduit or thru treatment plant 0.6 0.5 0.6 0.5 0.5 0.4 0.4 0.4 0.5

MGD 0.6 0.5 0.6 0.5 0.5 0.4 0.4 0.4 0.5

pH 8.0 8.2 8.2 7.9 7.7 8.1 8.2 7.8 8.0

SU 8.0 8.2 8.2 7.9 7.7 8.1 8.2 7.8 8.0

Solids, total suspended 7.0 8.0 5.0 5.0 5.0 5.0 5.0 9.5 6.2

mg/L 7.0 8.0 5.0 5.0 5.0 5.0 5.0 9.5 6.2

Oxidants, free available 0.1 0.1 0.1 0.1

mg/L 0.1 0.1 0.1 0.1

Oxidants, total residual 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

mg/L 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Grand Total 74.1 91.2 54.0 59.4 96.1 63.7 58.5 82.3 72.8

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Abstraction Inflow mean range/2 time of mean range/2 time of

Name No. Label km m3/s m3/s °C °C max umhos umhos max

Sand Cr Lagoon 0 Mainstem headwater (Keystone) 863.41 0.0000 0.0328 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sand Springs WWTP 0 Mainstem headwater (Keystone) 851.18 0.0000 0.2410 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sun Refinery 0 Mainstem headwater (Keystone) 843.78 0.0000 0.1550 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sinclair Refinery 0 Mainstem headwater (Keystone) 839.91 0.0000 0.1350 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

PSO Tulsa Station 0 Mainstem headwater (Keystone) 839.59 0.0000 0.0176 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Tulsa Sside WWTP 0 Mainstem headwater (Keystone) 836.37 0.0000 1.8400 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sapulpa WWTP 0 Mainstem headwater (Keystone) 831.71 0.0000 0.3380 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Polecat Creek 0 Mainstem headwater (Keystone) 826.24 0.0000 0.5352 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

PSO Riverside Sta 0 Mainstem headwater (Keystone) 824.79 0.0000 0.1096 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Jenks WWTP 0 Mainstem headwater (Keystone)824.143014 0.0000 0.0880 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Cogentrix Power 0 Mainstem headwater (Keystone)823.660212 0.0000 0.0720 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Glenpool WWTP 0 Mainstem headwater (Keystone)822.211806 0.0000 0.0631 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Kimberly Clark WWTP 0 Mainstem headwater (Keystone)821.56807 0.0000 0.1985 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Bixby North Lagoon 0 Mainstem headwater (Keystone)819.15406 0.0000 0.0000 32.00 0.00 12:00 AM 497.00 0.00 12:00 AM

Bixby South Lagoon 0 Mainstem headwater (Keystone) 815.98 0.0000 0.2191 32.00 0.00 12:00 AM 417.00 0.00 12:00 AM

RMUA Haikey Cr WWTP 0 Mainstem headwater (Keystone) 813.89 0.0000 0.7008 32.00 0.00 12:00 AM 418.00 0.00 12:00 AM

Broken Arrow WWTP 0 Mainstem headwater (Keystone) 805.88 0.0000 0.3506 32.00 0.00 12:00 AM 465.00 0.00 12:00 AM

Coweta WWTP 0 Mainstem headwater (Keystone) 789.75 0.0000 0.0334 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Temperature Specific Conductance

HeadwaterTributary Location

Point

Q2kBixbyWLA-8OMax-Critical 5MGD

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Abstraction Inflow mean range/2 time of mean range/2 time of

Name No. Label km m3/s m3/s °C °C max umhos umhos max

Sand Cr Lagoon 0 Mainstem headwater (Keystone) 863.41 0.0000 0.0328 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sand Springs WWTP 0 Mainstem headwater (Keystone) 851.18 0.0000 0.2410 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sun Refinery 0 Mainstem headwater (Keystone) 843.78 0.0000 0.1550 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sinclair Refinery 0 Mainstem headwater (Keystone) 839.91 0.0000 0.1350 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

PSO Tulsa Station 0 Mainstem headwater (Keystone) 839.59 0.0000 0.0176 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Tulsa Sside WWTP 0 Mainstem headwater (Keystone) 836.37 0.0000 1.8400 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Sapulpa WWTP 0 Mainstem headwater (Keystone) 831.71 0.0000 0.3380 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Polecat Creek 0 Mainstem headwater (Keystone) 826.24 0.0000 0.5352 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

PSO Riverside Sta 0 Mainstem headwater (Keystone) 824.79 0.0000 0.1096 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Jenks WWTP 0 Mainstem headwater (Keystone)824.143014 0.0000 0.0880 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Cogentrix Power 0 Mainstem headwater (Keystone)823.660212 0.0000 0.0720 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Glenpool WWTP 0 Mainstem headwater (Keystone)822.211806 0.0000 0.0631 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Kimberly Clark WWTP 0 Mainstem headwater (Keystone)821.56807 0.0000 0.1985 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Bixby North Lagoon 0 Mainstem headwater (Keystone)819.15406 0.0000 0.0000 32.00 0.00 12:00 AM 497.00 0.00 12:00 AM

Bixby South Lagoon 0 Mainstem headwater (Keystone) 815.98 0.0000 0.2191 32.00 0.00 12:00 AM 417.00 0.00 12:00 AM

RMUA Haikey Cr WWTP 0 Mainstem headwater (Keystone) 813.89 0.0000 0.7008 32.00 0.00 12:00 AM 418.00 0.00 12:00 AM

Broken Arrow WWTP 0 Mainstem headwater (Keystone) 805.88 0.0000 0.3506 32.00 0.00 12:00 AM 465.00 0.00 12:00 AM

Coweta WWTP 0 Mainstem headwater (Keystone) 789.75 0.0000 0.0334 32.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Temperature Specific Conductance

HeadwaterTributary Location

Point

Q2kBixbyWLA-Critical-r8O - 5 MGD

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Page 182: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 183: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 184: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 185: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 186: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 187: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 188: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 189: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 190: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 191: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 192: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 193: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 194: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 195: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 196: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 197: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 198: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 199: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 200: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 201: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 202: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 203: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 204: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 205: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 206: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved
Page 207: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Permit Limits for OK0020281: COWETA PWA, COWETA, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

BOD, 5‐day, 20 deg. C 310 1 8/1/2011 7/31/2016 A monthly 0 1/31/2016 3/31/2016 86.2 average 30 average 45 average

Coliform, fecal general 74055 1 8/1/2011 7/31/2016 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Flow, in conduit or thru t 50050 1 8/1/2011 7/31/2016 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total dissolved 70300 1 8/1/2011 7/31/2016 A monthly 0 1/31/2016 3/31/2016 monitoringmaximum

Solids, total suspended 530 1 8/1/2011 7/31/2016 A monthly 0 1/31/2016 3/31/2016 259 average 90 average 135 average

Total Residual Chlorine 50060 7782505 154328 1 8/1/2011 7/31/2016 A monthly 0 12/31/2016 12/31/2016 0.099 maximum

pH 400 1 8/1/2011 7/31/2016 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

Permit Limits for OK0027138: GLENPOOL WWT, GLENPOOL, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 TX1 10/1/2011 9/30/2016 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 163 average 30 average 45 average

Flow, in conduit or thru t 50050 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total suspended 530 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 490 average 90 average 135 average

Total Residual Chlorine 50060 7782505 154328 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

pH 400 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 10/1/2011 9/30/2016 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringmaximum

Permit Limits for OK0034754: GREEN COUNTRY SEWER CO‐SUNRISE, TULSA, OK (Cogentrix)

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 1 10/1/2011 9/30/2016 A monthly 0 12/31/2016 12/31/2016 37.5 average 6 average 9 average

BOD, 5‐day, 20 deg. C 310 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 85.2 average 30 average 45 average

BOD, carbonaceous, 05 d 80082 1 10/1/2011 9/30/2016 A monthly 0 12/31/2016 12/31/2016 93.8 average 15 average 22.5 average

Coliform, fecal general 74055 1 10/1/2011 9/30/2016 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Flow, in conduit or thru t 50050 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Oxygen 300 7782447 154302 1 10/1/2011 9/30/2016 A monthly 0 12/31/2016 12/31/2016 6 minumum

Oxygen 300 7782447 154302 1 10/1/2011 9/30/2016 A monthly 1 1/31/2016 3/31/2016 5 minumum

Solids, total suspended 530 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 85.2 average 30 average 45 average

pH 400 1 10/1/2011 9/30/2016 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

Page 208: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Permit Limits for OK0001309: HOLLYFRONTIER TULSA REFINING LLC (EAST), TULSA, OK (Sinclair)

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 2 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 85.7 average 189 maximum 16.2 average 35.7 maximum

Ammonia as N 610 7664417 152389 4 4/1/2013 3/31/2018 A monthly 0 12/31/2016 12/31/2016 189 average 417 maximum 16.2 average 35.7 maximum

Ammonia as N 610 7664417 152389 TX2 4/1/2013 3/31/2018 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 2 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 167 average 301 maximum 31.5 average 56.8 maximum

BOD, 5‐day, 20 deg. C 310 4 4/1/2013 3/31/2018 A monthly 0 12/31/2016 12/31/2016 368 average 663 maximum 31.5 average 56.8 maximum

Chemical oxygen deman 340 2 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 1,164 average 2,248 maximum 220 average 425 maximum

Chemical oxygen deman 340 4 4/1/2013 3/31/2018 A monthly 0 12/31/2016 12/31/2016 2,567 average 4,957 maximum 220 average 425 maximum

Flow, in conduit or thru t 50050 2 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Flow, in conduit or thru t 50050 3 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Flow, in conduit or thru t 50050 4 4/1/2013 3/31/2018 A monthly 0 12/31/2016 12/31/2016 monitoring oaverage monitoring only maximum

Solids, total dissolved 70300 TX2 4/1/2013 3/31/2018 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringaverage monitoringmaximum

Solids, total suspended 530 2 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 134 average 210 maximum 25.3 average 39.6 maximum

Solids, total suspended 530 3 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 monitoringaverage 45 maximum

Solids, total suspended 530 4 4/1/2013 3/31/2018 A monthly 0 12/31/2016 12/31/2016 295 average 462 maximum 25.3 average 39.6 maximum

Total Organic Carbon 680 7440440 150037 3 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 monitoringaverage 50 maximum

pH 400 2 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 6 minumum 9 maximum

pH 400 3 4/1/2013 3/31/2018 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 4 4/1/2013 3/31/2018 A monthly 0 12/31/2016 12/31/2016 6 minumum 9 maximum

pH 400 TX2 4/1/2013 3/31/2018 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringmaximum

Permit Limits for OK0000876: HOLLYFRONTIER TULSA REFINERY LLC ‐ WEST REFINERY, TULSA, OK (Sun)

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 1 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 18.6 average 40.6 maximum

Ammonia as N 610 7664417 152389 2 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 18.6 average 40.6 maximum

Ammonia as N 610 7664417 152389 3 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 249 average 544 maximum

Ammonia as N 610 7664417 152389 TX1 6/1/2015 5/31/2020 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 55.1 average 108 maximum

BOD, 5‐day, 20 deg. C 310 2 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 55.1 average 108 maximum

BOD, 5‐day, 20 deg. C 310 3 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 660 average 1,289 maximum

Chemical oxygen deman 340 1 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 471 average 910 maximum

Chemical oxygen deman 340 2 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 471 average 910 maximum

Chemical oxygen deman 340 3 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 4,761 average 9,194 maximum

Flow, in conduit or thru t 50050 1 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Flow, in conduit or thru t 50050 2 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Flow, in conduit or thru t 50050 3 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total dissolved 70300 TX1 6/1/2015 5/31/2020 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum monitoringaverage monitoringmaximum

Solids, total suspended 530 1 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 39 average 66 maximum

Solids, total suspended 530 2 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 39 average 66 maximum

Solids, total suspended 530 3 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 456 average 774 maximum

pH 400 1 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 6 minumum 9 maximum

pH 400 2 6/1/2015 5/31/2020 A monthly 0 1/31/2016 3/31/2016 6 minumum 9 maximum

pH 400 TX1 6/1/2015 5/31/2020 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum monitoringmaximum

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Permit Limits for OK0037401: JENKS WASTEWATER TREAT. PLANT, JENKS, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 TX1 12/1/2013 11/30/2018 Q quarterly 0 2/29/2016 5/31/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 12/1/2013 11/30/2018 A monthly 0 1/31/2016 3/31/2016 227 average 30 average 45 average

Flow, in conduit or thru t 50050 1 12/1/2013 11/30/2018 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total suspended 530 1 12/1/2013 11/30/2018 A monthly 0 1/31/2016 3/31/2016 227 average 30 average 45 average

pH 400 1 12/1/2013 11/30/2018 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 12/1/2013 11/30/2018 Q quarterly 0 2/29/2016 5/31/2016 monitoringminumum monitoringmaximum

Permit Limits for OK0040827: KIMBERLY‐CLARK CORP, JENKS, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 1 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 942 average 1,587 maximum 55 average 92 maximum

Chemical oxygen deman 340 2 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 150 maximum

Chemical oxygen deman 340 3 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 150 maximum

Flow, in conduit or thru t 50050 1 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Flow, in conduit or thru t 50050 2 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Flow, in conduit or thru t 50050 3 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total suspended 530 1 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 600 average 1,371 maximum 35 average 79 maximum

Solids, total suspended 530 2 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 45 maximum

Solids, total suspended 530 3 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 45 maximum

pH 400 1 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 6 minumum 9 maximum

pH 400 2 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 6 minumum 9 maximum

pH 400 3 10/1/2015 9/30/2020 A monthly 0 1/31/2016 3/31/2016 6 minumum 9 maximum

Permit Limits for OK0002429: PUBLIC SERVICE CO.‐ RIVERSIDE, JENKS, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Flow, in conduit or thru t 50050 1 12/1/2009 11/30/2014 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total dissolved 70300 TX1 12/1/2009 11/30/2014 Q quarterly 0 2/29/2016 5/31/2016 monitoringmaximum

pH 400 1 12/1/2009 11/30/2014 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

Permit Limits for OK0000108: PUBLIC SVC CO OF OK/PSO TULSA PWR STA, TULSA, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Flow, in conduit or thru t 50050 1 11/1/2009 10/18/2014 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Oxidants, free available 34045 1 10/1/2009 10/18/2014 Q quarterly 0 3/31/2016 3/31/2016 0.2 average 0.5 maximum

Oxidants, total residual 34044 1 11/1/2009 10/18/2014 A monthly 0 1/31/2016 3/31/2016 0.1 maximum

pH 400 1 11/1/2009 10/18/2014 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

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Permit Limits for OK0030864: SAND SPRINGS MAIN WWTP, SAND SPRINGS, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 TX1 4/1/2015 3/31/2020 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringaverage monitoringmaximum

Ammonia as N 610 7664417 152389 TX1 4/1/2015 3/31/2020 A monthly 0 12/31/2016 12/31/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 4/1/2015 3/31/2016 A monthly 0 1/31/2016 3/31/2016 352 average 30 average 45 average

Flow, in conduit or thru t 50050 1 4/1/2015 3/31/2020 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total dissolved 70300 TX1 4/1/2015 3/31/2020 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringaverage monitoringmaximum

Solids, total suspended 530 1 4/1/2015 3/31/2016 A monthly 0 1/31/2016 3/31/2016 352 average 30 average 45 average

Total Residual Chlorine 50060 7782505 154328 1 4/1/2015 3/31/2020 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

pH 400 1 4/1/2015 3/31/2020 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 4/1/2015 3/31/2020 A monthly 0 12/31/2016 12/31/2016 monitoringminumum monitoringmaximum

pH 400 TX1 4/1/2015 3/31/2020 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringmaximum

Permit Limits for OK0043974: SAPULPA  WWTF, SAPULPA, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 1 1/1/2013 12/31/2017 A monthly 0 12/31/2016 12/31/2016 120 average 4.1 average 9.9 maximum

Ammonia as N 610 7664417 152389 1 1/1/2013 12/31/2017 A monthly 1 1/31/2016 3/31/2016 54.2 average 4.1 average 9.9 maximum

Ammonia as N 610 7664417 152389 1 1/1/2013 12/31/2017 A monthly 2 12/31/2016 12/31/2016 120 average 4.1 average 9.9 maximum

Ammonia as N 610 7664417 152389 TX1 1/1/2013 12/31/2017 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, carbonaceous, 05 d 80082 1 1/1/2013 12/31/2017 A monthly 2 1/31/2016 3/31/2016 331 average 25 average 37.5 average

BOD, carbonaceous, 05 d 80082 1 1/1/2013 12/31/2017 A monthly 0 12/31/2016 12/31/2016 438 average 15 average 22.5 average

COEF OF VAR STATRE 7DTQP3B TX1 1/1/2013 12/31/2017 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum

COEF OF VAR STATRE 7DTQP6C TX1 1/1/2013 12/31/2017 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum

Coliform, fecal general 74055 1 1/1/2013 12/31/2017 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Coliform, fecal general 74055 1 1/1/2013 12/31/2017 A monthly 1 1/31/2016 3/31/2016 1,000 average 2,000 maximum

Flow, in conduit or thru t 50050 1 1/1/2013 12/31/2017 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Oxygen 300 7782447 154302 1 1/1/2013 12/31/2017 A monthly 1 1/31/2016 3/31/2016 4 minumum

Oxygen 300 7782447 154302 1 1/1/2013 12/31/2017 A monthly 0 12/31/2016 12/31/2016 6 minumum

Solids, total suspended 530 1 1/1/2013 12/31/2017 A monthly 0 1/31/2016 3/31/2016 397 average 30 average 45 average

pH 400 1 1/1/2013 12/31/2017 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 1/1/2013 12/31/2017 Q quarterly 0 3/31/2016 3/31/2016 monitoringminumum monitoringmaximum

Permit Limits for OK0026239: TMUA SOUTH, TULSA, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

Ammonia as N 610 7664417 152389 TX1 9/1/2013 8/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum monitoringaverage monitoringmaximum

Ammonia as N 610 7664417 152389 TX1 6/1/2015 8/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 9/1/2013 8/31/2018 A monthly 0 1/31/2016 3/31/2016 4,766 average 30 average 45 average

COEF OF VAR STATRE 7DTQP3B TX1 9/1/2013 8/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

COEF OF VAR STATRE 7DTQP3B TX1 6/1/2015 8/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

COEF OF VAR STATRE 7DTQP6C TX1 9/1/2013 8/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

COEF OF VAR STATRE 7DTQP6C TX1 6/1/2015 8/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

Coliform, fecal general 74055 1 9/1/2013 8/31/2018 A monthly 1 1/31/2016 3/31/2016 1,000 average 2,000 maximum

Coliform, fecal general 74055 1 9/1/2013 8/31/2018 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Flow, in conduit or thru t 50050 1 9/1/2013 8/31/2018 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total suspended 530 1 9/1/2013 8/31/2018 A monthly 0 1/31/2016 3/31/2016 4,766 average 30 average 45 average

Total Residual Chlorine 50060 7782505 154328 1 9/1/2013 8/31/2018 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

pH 400 1 9/1/2013 8/31/2018 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 9/1/2013 8/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum monitoringmaximum

pH 400 TX1 6/1/2015 8/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum monitoringmaximum

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Permit Limits for OK0034363: HAIKEY CREEK WASTEWATER TREATMENT PLANT, BROKEN ARROW, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

%MORTALITY 48HOUR ATJM3D TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

%MORTALITY 48HOUR ATJM3D TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

%MORTALITY 48HR ACUTTJM6C TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

%MORTALITY 48HR ACUTTJM6C TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

Ammonia as N 610 7664417 152389 TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum monitoringaverage monitoringmaximum

Ammonia as N 610 7664417 152389 TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 6/1/2013 5/31/2018 A monthly 0 1/31/2016 3/31/2016 1,815 average 30 average 45 average

Coliform, fecal general 74055 1 6/1/2013 5/31/2018 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Coliform, fecal general 74055 1 6/1/2013 5/31/2018 A monthly 1 1/31/2016 3/31/2016 1,000 average 2,000 maximum

Flow, in conduit or thru t 50050 1 6/1/2013 5/31/2018 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

LC50 STATRE 48HR ACU  TIM3D TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

LC50 STATRE 48HR ACU  TAM3D TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

LC50 STATRE 48HR ACU  TIM3D TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

LC50 STATRE 48HR ACU  TAM3D TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

LC50 STATRE 48HR ACU  TIM6C TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

LC50 STATRE 48HR ACU  TIM6C TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

LC50 STATRE 48HR ACU  TAM6C TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

LC50 STATRE 48HR ACU  TAM6C TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

Solids, total suspended 530 1 6/1/2013 5/31/2018 A monthly 0 1/31/2016 3/31/2016 1,815 average 30 average 45 average

Total Residual Chlorine 50060 7782505 154328 1 6/1/2013 5/31/2018 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

Whole effluent toxicity 22415 TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

Whole effluent toxicity 22416 TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum

Whole effluent toxicity 22415 TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

Whole effluent toxicity 22416 TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum

pH 400 1 6/1/2013 5/31/2018 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 6/1/2013 5/31/2018 Q quarterly 0 12/31/2016 12/31/2016 monitoringminumum monitoringmaximum

pH 400 TX1 12/1/2014 5/31/2018 S semi‐annually 0 5/31/2016 5/31/2016 monitoringminumum monitoringmaximum

Permit Limits for OK0026913: BIXBY PULBIC WORKS AUTH ‐SOUTH, BIXBY, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

BOD, 5‐day, 20 deg. C 310 1 12/1/2012 11/30/2017 A monthly 0 1/31/2016 3/31/2016 77.5 average 30 average 45 average

Coliform, fecal general 74055 1 12/1/2012 11/30/2017 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Coliform, fecal general 74055 1 12/1/2012 11/30/2017 A monthly 1 1/31/2016 3/31/2016 1,000 average 2,000 maximum

Flow, in conduit or thru t 50050 1 12/1/2012 11/30/2017 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total suspended 530 1 12/1/2012 11/30/2017 A monthly 0 1/31/2016 3/31/2016 233 average 90 average 135 average

Total Residual Chlorine 50060 7782505 154328 1 12/1/2012 11/30/2017 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

pH 400 1 12/1/2012 11/30/2017 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

Permit Limits for OK0036153: BIXBY PWA (NORTH), BIXBY, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

BOD, 5‐day, 20 deg. C 310 1 12/1/2014 11/30/2019 A monthly 0 1/31/2016 3/31/2016 96.7 average 30 average 45 average

E. coli, thermotol, MF, M 51041 68583222 457804 1 12/1/2014 11/30/2019 A monthly 0 12/31/2016 12/31/2016 126 average 406 maximum

E. coli, thermotol, MF, M 51041 68583222 457804 1 12/1/2014 11/30/2019 A monthly 1 1/31/2016 3/31/2016 630 average 2,030 maximum

Flow, in conduit or thru t 50050 1 12/1/2014 11/30/2019 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

Solids, total suspended 530 1 12/1/2014 11/30/2019 A monthly 0 1/31/2016 3/31/2016 290 average 90 average 135 average

Total Residual Chlorine 50060 7782505 154328 1 12/1/2014 11/30/2019 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

pH 400 1 12/1/2014 11/30/2019 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

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Permit Limits for OK0040053: LYNN LANE WASTE WATER TREATMENT PLANT, BROKEN ARROW, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

%MORTALITY 48HOUR ATJM3D TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

%MORTALITY 48HR ACUTTJM6C TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

Ammonia as N 610 7664417 152389 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 908 average 30 average 45 average

Coliform, fecal general 74055 1 3/1/2012 2/28/2017 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Flow, in conduit or thru t 50050 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

LC50 STATRE 48HR ACU  TAM3D TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

LC50 STATRE 48HR ACU  TIM3D TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

LC50 STATRE 48HR ACU  TIM6C TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

LC50 STATRE 48HR ACU  TAM6C TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

Mercury 71900 7439976 149633 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 0.0287 average 0.000952 average 0.0019 maximum

Solids, total dissolved 70300 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 35,342 average 1,168 average 1,168 maximum

Solids, total suspended 530 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 908 average 30 average 45 average

Total Residual Chlorine 50060 7782505 154328 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

Whole effluent toxicity 22415 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

Whole effluent toxicity 22414 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 100 minumum

Whole effluent toxicity 22416 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

pH 400 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum monitoringmaximum

Permit Limits for OK0040053: LYNN LANE WASTE WATER TREATMENT PLANT, BROKEN ARROW, OK

Pollutant Name

Parameter 

Code

CAS 

Number

Substance 

Registry 

Services ID

Permit 

Feature 

Number Monitoring Start Date

Monitoring End 

Date

Limit Set 

Designator

Monitoring 

Frequency

Limit 

Season ID

Season Start 

Date Season End Date

Limit 

Quantity 1 

(kg/day)

Limit 

Quantity 1 

Basis

Limit Quantity 2 

(kg/day)

Limit 

Quantity 2 

Basis

Limit Conc 

1 (mg/L)

Limit Conc 

1 Basis

Limit Conc 

2 (mg/L)

Limit Conc 

2 Basis

Limit Conc 

3 (mg/L)

Limit Conc 

3 Basis

%MORTALITY 48HOUR ATJM3D TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

%MORTALITY 48HR ACUTTJM6C TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

Ammonia as N 610 7664417 152389 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum monitoringaverage monitoringmaximum

BOD, 5‐day, 20 deg. C 310 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 908 average 30 average 45 average

Coliform, fecal general 74055 1 3/1/2012 2/28/2017 A monthly 0 12/31/2016 12/31/2016 200 average 400 maximum

Flow, in conduit or thru t 50050 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 monitoring oaverage monitoring only maximum

LC50 STATRE 48HR ACU  TAM3D TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

LC50 STATRE 48HR ACU  TIM3D TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

LC50 STATRE 48HR ACU  TIM6C TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

LC50 STATRE 48HR ACU  TAM6C TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

Mercury 71900 7439976 149633 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 0.0287 average 0.000952 average 0.0019 maximum

Solids, total dissolved 70300 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 35,342 average 1,168 average 1,168 maximum

Solids, total suspended 530 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 908 average 30 average 45 average

Total Residual Chlorine 50060 7782505 154328 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 0.099 maximum

Whole effluent toxicity 22415 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

Whole effluent toxicity 22414 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 100 minumum

Whole effluent toxicity 22416 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum

pH 400 1 3/1/2012 2/28/2017 A monthly 0 1/31/2016 3/31/2016 6.5 minumum 9 maximum

pH 400 TX1 3/1/2012 2/28/2017 Q quarterly 0 2/29/2016 2/29/2016 monitoringminumum monitoringmaximum

Page 213: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

QUAL2K FORTRAN

Stream Water Quality Model

Steve Chapra, Hua Tao and Greg Pelletier

Version 2.12b1

System ID:

River name Arkansas River

Saved file name Bixby-WLA-8OMax-Spring

Directory where file saved P:\3098-15-701\WLAModeling\Final Draft Models\DataFiles

Month 5

Day 1

Year 2016

Local time hours to UTC -6

Daylight savings time No

Calculation:

Calculation step 0.01 hours

Final time 21 day

Solution method (integration) Euler

Solution method (pH) Brent

Time zone Central Standard Time

Program determined calc step 0.005859 hours

Time of last calculation 1.96 minutes

Time of sunrise #####################################################

Time of solar noon 5:57 AM

Time of sunset 12:00 PM

Photoperiod 12.11 hours

Q2kBixbyWLA-8OMax- Spring

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Number of Headwaters 1

Headwater label Reach No Flow Elevation

Rate Weir Height Width adam bdam

(m3/s) (m) Type (m) (m)

Mainstem headwater (Keystone) 1 79.004 199.755 0.0000 0.0000 1.2500 0.9000

Water Quality Constituents Units 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM

Temperature C 25.00 25.00 25.00 25.00 25.00 25.00 25.00

Conductivity umhos 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00

Inorganic Solids mgD/L 16.00 16.00 16.00 16.00 16.00 16.00 16.00

Dissolved Oxygen mg/L 6.60 6.60 6.60 6.60 6.60 6.60 6.60

CBODslow mgO2/L 2.00 2.00 2.00 2.00 2.00 2.00 2.00

CBODfast mgO2/L 2.00 2.00 2.00 2.00 2.00 2.00 2.00

Organic Nitrogen ugN/L 630.00 630.00 630.00 630.00 630.00 630.00 630.00

NH4-Nitrogen ugN/L 150.00 150.00 150.00 150.00 150.00 150.00 150.00

NO3-Nitrogen ugN/L 500.00 500.00 500.00 500.00 500.00 500.00 500.00

Organic Phosphorus ugP/L 50.00 50.00 50.00 50.00 50.00 50.00 50.00

Inorganic Phosphorus (SRP) ugP/L 140.00 140.00 140.00 140.00 140.00 140.00 140.00

Phytoplankton ugA/L 9.10 9.10 9.10 9.10 9.10 9.10 9.10

Internal Nitrogen (INP) ugN/L

Internal Phosphorus (IPP) ugP/L

Detritus (POM) mgD/L 4.00 4.00 4.00 4.00 4.00 4.00 4.00

Pathogen cfu/100 mL

Alkalinity mgCaCO3/L 130.00 130.00 130.00 130.00 130.00 130.00 130.00

Constituent i

Constituent ii

Constituent iii

pH s.u. 8.10 8.10 8.10 8.10 8.10 8.10 8.10

Headwater 0 (Mainstem )

Weir Rating Curves

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Number of Headwaters 1

Headwater label Reach No

Mainstem headwater (Keystone) 1

Water Quality Constituents Units

Temperature C

Conductivity umhos

Inorganic Solids mgD/L

Dissolved Oxygen mg/L

CBODslow mgO2/L

CBODfast mgO2/L

Organic Nitrogen ugN/L

NH4-Nitrogen ugN/L

NO3-Nitrogen ugN/L

Organic Phosphorus ugP/L

Inorganic Phosphorus (SRP) ugP/L

Phytoplankton ugA/L

Internal Nitrogen (INP) ugN/L

Internal Phosphorus (IPP) ugP/L

Detritus (POM) mgD/L

Pathogen cfu/100 mL

Alkalinity mgCaCO3/L

Constituent i

Constituent ii

Constituent iii

pH s.u.

Headwater 0 (Mainstem )

Velocity Depth Channel Manning Bot Width Side Side

Coefficient Exponent Coefficient Exponent Slope n m Slope Slope

0.1300 0.187 0.0610 0.650 0.00036 0.0250 0.00 0.00 0.00

7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM

25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00

1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00

16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00

6.60 6.60 6.60 6.60 6.60 6.60 6.60 6.60 6.60

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

630.00 630.00 630.00 630.00 630.00 630.00 630.00 630.00 630.00

150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00

500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00

50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00

140.00 140.00 140.00 140.00 140.00 140.00 140.00 140.00 140.00

9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10

4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00

8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10

Rating Curves Manning Formula

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Number of Headwaters 1

Headwater label Reach No

Mainstem headwater (Keystone) 1

Water Quality Constituents Units

Temperature C

Conductivity umhos

Inorganic Solids mgD/L

Dissolved Oxygen mg/L

CBODslow mgO2/L

CBODfast mgO2/L

Organic Nitrogen ugN/L

NH4-Nitrogen ugN/L

NO3-Nitrogen ugN/L

Organic Phosphorus ugP/L

Inorganic Phosphorus (SRP) ugP/L

Phytoplankton ugA/L

Internal Nitrogen (INP) ugN/L

Internal Phosphorus (IPP) ugP/L

Detritus (POM) mgD/L

Pathogen cfu/100 mL

Alkalinity mgCaCO3/L

Constituent i

Constituent ii

Constituent iii

pH s.u.

Headwater 0 (Mainstem )

Prescribed

Dispersion

m2/s

0.00

4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM

25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00

1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00

16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00

6.60 6.60 6.60 6.60 6.60 6.60 6.60 6.60

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

630.00 630.00 630.00 630.00 630.00 630.00 630.00 630.00

150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00

500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00

50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00

140.00 140.00 140.00 140.00 140.00 140.00 140.00 140.00

9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10

4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00

8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10

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Reach for diel plot 35

Element for diel plot 2 Reach Headwater Reach Element

Reach Downstream Number Reach length Downstream Upstream Downstream Number

Label end of reach label (km) Latitude Longitude (km) (km) >=1

Mainstem headwater (Keystone) Middle dam 8-pool 1 Yes 3.22 0.00 0.00 867.434 864.216 4

M8- Middle of Dam-8 pool Lower Dam-8 pool 2 3.22 0.00 0.00 864.216 860.997 4

L8- Lower Dam-8 pool to Dam-8 Dam-8 3 0.64 0.00 0.00 860.997 860.353 1

D8- Dam #8 to downstream Downstream 4 0.97 0.00 0.00 860.353 859.388 1

T7- Top of Dam-7 pool Middle of dam-7 pool 5 3.22 0.00 0.00 859.388 856.169 4

M7- Middle of Dam-7 pool Lower Dam-7 pool 6 1.61 0.00 0.00 856.169 854.560 2

L7- Lower Dam-7 pool Dam #7 7 1.45 0.00 0.00 854.560 853.111 2

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8 1.77 0.00 0.00 853.111 851.341 2

SS- S-Springs Main to downstream Downstream 9 4.83 0.00 0.00 851.341 846.513 5

CH- Channel u/s Sun Refinery Sun Refinery 10 3.22 0.00 0.00 846.513 843.294 4

SR- Sun Refinery to Zink L pool Zink L pool 11 1.61 0.00 0.00 843.294 841.685 2

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12 0.97 0.00 0.00 841.685 840.719 1

LZ- Lower Zink Lake pool Zink Dam 13 0.64 0.00 0.00 840.719 840.075 1

ZD-Zinc Dam Zinc Dam 14 0.01 0.00 0.00 840.075 840.070 1

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15 0.48 0.00 0.00 840.070 839.593 1

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16 1.61 0.00 0.00 839.593 837.983 2

M6- Middle of Dam-6 pool Lower Dam-6 pool 17 0.80 0.00 0.00 837.983 837.179 1

L6- Lower Dam-6 pool Dam #6 18 0.32 0.00 0.00 837.179 836.857 1

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19 3.22 0.00 0.00 836.857 833.638 4

M5- Middle of Dam-5 pool Lower Dam-5 pool 20 1.29 0.00 0.00 833.638 832.351 2

L5- Lower Dam-5 pool Dam #5 21 0.48 0.00 0.00 832.351 831.868 1

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22 0.32 0.00 0.00 831.868 831.546 1

T4- Top of Dam-4 pool Middle of Dam-4 pool 23 1.93 0.00 0.00 831.546 829.615 2

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24 0.97 0.00 0.00 829.615 828.649 1

L4- Lower Dam-4 pool Dam #4 25 0.48 0.00 0.00 828.649 828.166 1

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26 2.57 0.00 0.00 828.166 825.591 3

M3- Middle of Dam-3 pool Lower Dam-3 pool 27 1.77 0.00 0.00 825.591 823.821 2

L3- Lower Dam-3 pool Dam #3 28 0.48 0.00 0.00 823.821 823.338 1

D3- Dam #3 and downstream Top of Dam-2 pool 29 0.64 0.00 0.00 823.338 822.695 1

US - Top Dam2 pool to Bixby N Bixby North wwtp 30 3.54 0.00 0.00 822.695 819.154 4

R1- Bixby N to Mid Pool Mid dam 2 pool 31 1.08 0.00 0.00 819.154 818.074 1

L2- Mid pool to Dam2 Dam #2 32 1.08 0.00 0.00 818.074 816.994 1

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33 1.01 0.00 0.00 816.994 815.984 1

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34 2.09 0.00 0.00 815.984 813.894 2

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35 3.73 0.00 0.00 813.894 810.160 4

L1- Mid Dam1 Pool to Dam1 Dam 1 36 3.72 0.00 0.00 810.160 806.440 4

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37 0.56 0.00 0.00 806.440 805.880 1

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38 1.21 0.00 0.00 805.880 804.670 1

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39 4.97 0.00 0.00 804.670 799.700 5

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40 4.97 0.00 0.00 799.700 794.730 5

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41 4.98 0.00 0.00 794.730 789.750 5

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42 10.00 0.00 0.00 789.750 779.750 10

Location

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Upstream Downstream Weir

(m) (m) Degrees Minutes Seconds Degrees Minutes Seconds Type

199.755 197.018 0.00 0 0 0.00 0 0

197.018 196.408 0.00 0 0 0.00 0 0

196.408 195.798 0.00 0 0 0.00 0 0

195.798 195.798 0.00 0 0 0.00 0 0

195.798 193.358 0.00 0 0 0.00 0 0

193.358 193.358 0.00 0 0 0.00 0 0

193.358 192.745 0.00 0 0 0.00 0 0

192.745 191.485 0.00 0 0 0.00 0 0

191.485 190.932 0.00 0 0 0.00 0 0

190.932 190.322 0.00 0 0 0.00 0 0

190.322 189.712 0.00 0 0 0.00 0 0

189.712 187.048 0.00 0 0 0.00 0 0

187.048 186.048 0.00 0 0 0.00 0 0

186.048 186.048 0.00 0 0 0.00 0 0 Broad

186.048 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 185.438 0.00 0 0 0.00 0 0

185.438 185.438 0.00 0 0 0.00 0 0

185.438 185.438 0.00 0 0 0.00 0 0

185.438 184.828 0.00 0 0 0.00 0 0

184.828 184.218 0.00 0 0 0.00 0 0

184.218 184.218 0.00 0 0 0.00 0 0

184.218 183.608 0.00 0 0 0.00 0 0

183.608 182.393 0.00 0 0 0.00 0 0

182.393 181.773 0.00 0 0 0.00 0 0

181.773 181.773 0.00 0 0 0.00 0 0

181.773 180.553 0.00 0 0 0.00 0 0

180.553 179.333 0.00 0 0 0.00 0 0

179.333 179.333 0.00 0 0 0.00 0 0

179.333 178.723 0.00 0 0 0.00 0 0

178.723 177.506 0.00 0 0 0.00 0 0

177.506 176.286 0.00 0 0 0.00 0 0

176.286 175.686 0.00 0 0 0.00 0 0

175.686 175.076 0.00 0 0 0.00 0 0

175.076 175.076 0.00 0 0 0.00 0 0

175.076 172.026 0.00 0 0 0.00 0 0

172.026 169.587 0.00 0 0.00000 0.00 0 0

169.587 167.147 0.00 0 0.00000 0.00 0 0

167.147 164.710 0.00 0 0.00000 0.00 0 0

Latitude Longitude

Elevation Downstream

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Rating Curves

Height Width adam bdam Velocity Depth

(m) (m) Coefficient Exponent Coefficient Exponent

0.0000 0.0000 1.2500 0.9000 0.1300 0.187 0.0610 0.650

0.0000 0.0000 1.2500 0.9000 0.0610 0.356 0.1500 0.342

0.0000 0.0000 1.2500 0.9000 0.1040 0.249 0.0800 0.450

0.0000 0.0000 1.2500 0.9000 0.0490 0.459 0.3000 0.187

0.0000 0.0000 1.2500 0.9000 0.1040 0.249 0.0800 0.450

0.0000 0.0000 1.2500 0.9000 0.4710 -0.199 0.0980 0.410

0.0000 0.0000 1.2500 0.9000 0.2630 -0.199 0.2900 0.251

0.0000 0.0000 1.2500 0.9000 0.0920 0.300 0.0720 0.490

0.0000 0.0000 1.2500 0.9000 0.0920 0.300 0.0720 0.490

0.0000 0.0000 1.2500 0.9000 0.0610 0.356 0.1500 0.342

0.0000 0.0000 1.2500 0.9000 0.0850 0.149 0.1350 0.490

0.0000 0.0000 1.2500 0.9000 0.0022 1.130 0.7300 0.070

0.0000 0.0000 1.2500 0.9000 0.0010 1.170 1.3500 0.050

1.6800 100.0000 1.2500 1.2500 0.0010 1.170 1.3500 0.050

0.0000 0.0000 1.2500 0.9000 0.1220 0.300 0.0420 0.490

0.0000 0.0000 1.2500 0.9000 0.1430 0.199 0.0520 0.560

0.0000 0.0000 1.2500 0.9000 0.1260 0.280 0.0980 0.390

0.0000 0.0000 1.2500 0.9000 0.2000 0.157 0.0920 0.400

0.0000 0.0000 1.2500 0.9000 0.1060 0.250 0.0940 0.420

0.0000 0.0000 1.2500 0.9000 0.2300 0.183 0.2200 0.175

0.0000 0.0000 1.2500 0.9000 0.2400 0.171 0.0470 0.600

0.0000 0.0000 1.2500 0.9000 0.3700 0.120 0.0420 0.590

0.0000 0.0000 1.2500 0.9000 0.1210 0.329 0.2150 0.261

0.0000 0.0000 1.2500 0.9000 0.5900 -0.152 0.0550 0.497

0.0000 0.0000 1.2500 0.9000 0.0504 0.455 0.2000 0.278

0.0000 0.0000 1.2500 0.9000 0.0810 0.328 0.1090 0.392

0.0000 0.0000 1.2500 0.9000 0.2570 -0.049 0.0800 0.480

0.0000 0.0000 1.2500 0.9000 0.0680 0.448 0.1850 0.290

0.0000 0.0000 1.2500 0.9000 0.0680 0.448 0.1850 0.290

0.0000 0.0000 1.2500 0.9000 0.1810 0.190 0.0760 0.500

0.0000 0.0000 1.2500 0.9000 0.1810 0.190 0.0760 0.500

0.0000 0.0000 1.2500 0.9000 0.1810 0.190 0.0760 0.500

0.0000 0.0000 1.2500 0.9000 0.0220 0.491 0.3260 0.332

0.0000 0.0000 1.2500 0.9000 0.0220 0.491 0.3260 0.332

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1350 0.152 0.1000 0.425

0.0000 0.0000 1.2500 0.9000 0.0350 0.668 0.1500 0.399

0.0000 0.0000 1.2500 0.9000 0.0350 0.668 0.1500 0.399

0.0000 0.0000 1.2500 0.9000 0.0350 0.668 0.1500 0.399

Hydraulic Model (Weir Overrides Manning Formula; Manning Formula Override Rating Curves)

Weir

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Manning Formula Prescribed Bottom Bottom

Channel Manning Bot Width Side Side Dispersion Algae SOD

Slope n m Slope Slope m2/s Coverage Coverage

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 100.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

Hydraulic Model (Weir Overrides Manning Formula; Manning Formula Override Rating Curves)

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Prescribed Prescribed Prescribed Prescribed Prescribed

SOD CH4 flux NH4 flux Inorg P flux Evap

gO2/m2/d gO2/m2/d mgN/m2/d mgP/m2/d mm/d

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.7535 0.0000 0.0000 0.0000 0.0000

0.7535 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.7535 0.0000 0.0000 0.0000 0.0000

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ISS Fast CBOD Ammonium

Reach Reach Prescribed Settling Hydrolysis Oxidation Oxidation Hydrolysis Settling Nitrification

Number Label Reaeration Velocity Rate Rate Rate Rate Velocity Rate

/d m/d /d /d /d /d m/d /d

1 Mainstem headwater (Keystone)

2 M8- Middle of Dam-8 pool

3 L8- Lower Dam-8 pool to Dam-8

4 D8- Dam #8 to downstream

5 T7- Top of Dam-7 pool

6 M7- Middle of Dam-7 pool

7 L7- Lower Dam-7 pool

8 D7- Dam #7 to S-Springs WWTP

9 SS- S-Springs Main to downstream

10 CH- Channel u/s Sun Refinery

11 SR- Sun Refinery to Zink L pool

12 MZ- Middle of Zink Lake pool

13 LZ- Lower Zink Lake pool 0.3500

14 ZD-Zinc Dam 0.3500

15 ZD- Zink Dam and Sinclair Refinery

16 T6- Top of Dam-6 pool and PSO-Tulsa

17 M6- Middle of Dam-6 pool

18 L6- Lower Dam-6 pool

19 D6- Dam #6 and Tulsa S-Side WWTP

20 M5- Middle of Dam-5 pool 0.4000

21 L5- Lower Dam-5 pool 0.3500

22 D5- Dam #5 and Sapulpa WWTP dschg

23 T4- Top of Dam-4 pool

24 M4- Middle of Dam-4 pool /S. villa

25 L4- Lower Dam-4 pool

26 D4- Dam #4 and top of Dam-3 pool

27 M3- Middle of Dam-3 pool

28 L3- Lower Dam-3 pool

29 D3- Dam #3 and downstream

30 US - Top Dam2 pool to Bixby N

31 R1- Bixby N to Mid Pool

32 L2- Mid pool to Dam2

33 D2- Dam2 to Bixby South wwtp

34 T1- Bixby south to RMUA Haikey

35 M1- Haikey Ck to Mid Dam1 pool 0.3500

36 L1- Mid Dam1 Pool to Dam1

37 X1- Dam1 to Broken Arrow wwtp

38 D1- BA WWTP 1/4 way to Coweta 0.3500

39 BA- Downstream of BA wwtp 1/2 way to Cowetta

40 BF- Further d/s towards Coweta WWTP

41 CO- Downstream of BA to Cowetta wwtp

42 CO- Downstream of Coweta to end

Slow CBOD Organic N

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Reach Reach

Number Label

1 Mainstem headwater (Keystone)

2 M8- Middle of Dam-8 pool

3 L8- Lower Dam-8 pool to Dam-8

4 D8- Dam #8 to downstream

5 T7- Top of Dam-7 pool

6 M7- Middle of Dam-7 pool

7 L7- Lower Dam-7 pool

8 D7- Dam #7 to S-Springs WWTP

9 SS- S-Springs Main to downstream

10 CH- Channel u/s Sun Refinery

11 SR- Sun Refinery to Zink L pool

12 MZ- Middle of Zink Lake pool

13 LZ- Lower Zink Lake pool

14 ZD-Zinc Dam

15 ZD- Zink Dam and Sinclair Refinery

16 T6- Top of Dam-6 pool and PSO-Tulsa

17 M6- Middle of Dam-6 pool

18 L6- Lower Dam-6 pool

19 D6- Dam #6 and Tulsa S-Side WWTP

20 M5- Middle of Dam-5 pool

21 L5- Lower Dam-5 pool

22 D5- Dam #5 and Sapulpa WWTP dschg

23 T4- Top of Dam-4 pool

24 M4- Middle of Dam-4 pool /S. villa

25 L4- Lower Dam-4 pool

26 D4- Dam #4 and top of Dam-3 pool

27 M3- Middle of Dam-3 pool

28 L3- Lower Dam-3 pool

29 D3- Dam #3 and downstream

30 US - Top Dam2 pool to Bixby N

31 R1- Bixby N to Mid Pool

32 L2- Mid pool to Dam2

33 D2- Dam2 to Bixby South wwtp

34 T1- Bixby south to RMUA Haikey

35 M1- Haikey Ck to Mid Dam1 pool

36 L1- Mid Dam1 Pool to Dam1

37 X1- Dam1 to Broken Arrow wwtp

38 D1- BA WWTP 1/4 way to Coweta

39 BA- Downstream of BA wwtp 1/2 way to Cowetta

40 BF- Further d/s towards Coweta WWTP

41 CO- Downstream of BA to Cowetta wwtp

42 CO- Downstream of Coweta to end

Inorganic P

Denitri Sed Denitri Hydrolysis Settling Settling Max Growth Respiration Excretion Death Settling

Rate transfer coeff Rate Velocity Velocity Rate Rate Rate Rate Velocity

m/d m/d /d m/d m/d /d /d /d /d m/d

0.1500

0.1500

0.1500

0.1500

0.1500

0.1500

0.1500

0.1500

Nitrate Organic P Phytoplankton

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Reach Reach

Number Label

1 Mainstem headwater (Keystone)

2 M8- Middle of Dam-8 pool

3 L8- Lower Dam-8 pool to Dam-8

4 D8- Dam #8 to downstream

5 T7- Top of Dam-7 pool

6 M7- Middle of Dam-7 pool

7 L7- Lower Dam-7 pool

8 D7- Dam #7 to S-Springs WWTP

9 SS- S-Springs Main to downstream

10 CH- Channel u/s Sun Refinery

11 SR- Sun Refinery to Zink L pool

12 MZ- Middle of Zink Lake pool

13 LZ- Lower Zink Lake pool

14 ZD-Zinc Dam

15 ZD- Zink Dam and Sinclair Refinery

16 T6- Top of Dam-6 pool and PSO-Tulsa

17 M6- Middle of Dam-6 pool

18 L6- Lower Dam-6 pool

19 D6- Dam #6 and Tulsa S-Side WWTP

20 M5- Middle of Dam-5 pool

21 L5- Lower Dam-5 pool

22 D5- Dam #5 and Sapulpa WWTP dschg

23 T4- Top of Dam-4 pool

24 M4- Middle of Dam-4 pool /S. villa

25 L4- Lower Dam-4 pool

26 D4- Dam #4 and top of Dam-3 pool

27 M3- Middle of Dam-3 pool

28 L3- Lower Dam-3 pool

29 D3- Dam #3 and downstream

30 US - Top Dam2 pool to Bixby N

31 R1- Bixby N to Mid Pool

32 L2- Mid pool to Dam2

33 D2- Dam2 to Bixby South wwtp

34 T1- Bixby south to RMUA Haikey

35 M1- Haikey Ck to Mid Dam1 pool

36 L1- Mid Dam1 Pool to Dam1

37 X1- Dam1 to Broken Arrow wwtp

38 D1- BA WWTP 1/4 way to Coweta

39 BA- Downstream of BA wwtp 1/2 way to Cowetta

40 BF- Further d/s towards Coweta WWTP

41 CO- Downstream of BA to Cowetta wwtp

42 CO- Downstream of Coweta to end

Max Growth Respiration Excretion Death Dissolution Settling Fraction

Rate Rate Rate Rate Rate Velocity fast CBOD

mgA/m2/d or /d mgA/m2/d or /d mgA/m2/d or /d mgA/m2/d or /d /d m/d

DetritusBottom Algae

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Parameter Value Units Symbol

Stoichiometry:

Carbon 40 gC gC

Nitrogen 7.2 gN gN

Phosphorus 1 gP gP

Dry weight 100 gD gD

Chlorophyll 1 gA gA

Inorganic suspended solids:

Settling velocity 0.04 m/d v i

Oxygen:

Reaeration model O'Connor-Dobbins

User reaeration coefficient α 3.93 α

User reaeration coefficient β 0.5 β

User reaeration coefficient γ 1.5 γ

Temp correction 1.024 θθθθ a

Reaeration wind effect None

O2 for carbon oxidation 2.69 gO2/gC r oc

O2 for NH4 nitrification 4.57 gO2/gN r on

Oxygen inhib model CBOD oxidation Exponential

Oxygen inhib parameter CBOD oxidation 0.60 L/mgO2 K socf

Oxygen inhib model nitrification Exponential

Oxygen inhib parameter nitrification 0.60 L/mgO2 K sona

Oxygen enhance model denitrification Exponential

Oxygen enhance parameter denitrification 0.60 L/mgO2 K sodn

Oxygen inhib model phyto resp Exponential

Oxygen inhib parameter phyto resp 0.60 L/mgO2 K sop

Oxygen enhance model bot alg resp Exponential

Oxygen enhance parameter bot alg resp 0.60 L/mgO2 K sob

Slow CBOD:

Hydrolysis rate 0.05 /d k hc

Temp correction 1.07 θθθθ hc

Oxidation rate 0.3 /d k dcs

Temp correction 1.047 θθθθ dcs

Fast CBOD:

Oxidation rate 0.3 /d k dc

Temp correction 1.047 θθθθ dc

Organic N:

Hydrolysis 0.1 /d k hn

Temp correction 1.07 θθθθ hn

Settling velocity 0.015243902 m/d v on

Ammonium:

Nitrification 0.35 /d k na

Temp correction 1.07 θθθθ na

Nitrate:

Denitrification 0.1 /d k dn

Temp correction 1.07 θθθθ dn

Sed denitrification transfer coeff 0.24 m/d v di

Temp correction 1.07 θθθθ di

Organic P:

Hydrolysis 0.03 /d k hp

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Temp correction 1.07 θθθθ hp

Settling velocity 0.001 m/d v op

Inorganic P:

Settling velocity 0.1 m/d v ip

Inorganic P sorption coefficient 1000 L/mgD K dpi

Sed P oxygen attenuation half sat constant 1 mgO2/L k spi

Phytoplankton:

Max Growth rate 1.2 /d k gp

Temp correction 1.07 θθθθ gp

Respiration rate 0.15 /d k rp

Temp correction 1.07 θθθθ rp

Excretion rate 0.1 /d k ep

Temp correction 1.07 θθθθ dp

Death rate 0.1 /d k dp

Temp correction 1.07 θθθθ dp

External Nitrogen half sat constant 100 ugN/L k sPp

External Phosphorus half sat constant 10 ugP/L k sNp

Inorganic carbon half sat constant 1.30E-05 moles/L k sCp

Light model Half saturation

Light constant 250 langleys/d K Lp

Ammonia preference 25 ugN/L k hnxp

Subsistence quota for nitrogen 0 mgN/mgA q 0Np

Subsistence quota for phosphorus 0 mgP/mgA q 0PpMaximum uptake rate for nitrogen 0.5 mgN/mgA/d ρρρρ mNp

Maximum uptake rate for phosphorus 0.25 mgP/mgA/d ρρρρ mPp

Internal nitrogen half sat constant 0.05 mgN/mgA K qNp

Internal phosphorus half sat constant 0.005 mgP/mgA K qPp

Settling velocity 0.05 m/d v a

Bottom Algae:

Growth model Zero-order

Max Growth rate 0 mgA/m2/d or /d C gb

Temp correction 1.07 θθθθ gb

First-order model carrying capacity 1000 mgA/m2

a b,max

Respiration rate 0 /d k rb

Temp correction 1.07 θθθθ rb

Excretion rate 0.12 /d k eb

Temp correction 1.07 θθθθ db

Death rate 0.1 /d k db

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Temp correction 1.07 θθθθ db

External nitrogen half sat constant 300 ugN/L k sPb

External phosphorus half sat constant 100 ugP/L k sNb

Inorganic carbon half sat constant 1.30E-05 moles/L k sCb

Light model Half saturation

Light constant 100 langleys/d K Lb

Ammonia preference 25 ugN/L k hnxb

Subsistence quota for nitrogen 0.72 mgN/mgA q 0N

Subsistence quota for phosphorus 0.1 mgP/mgA q 0PMaximum uptake rate for nitrogen 72 mgN/mgA/d ρρρρ mN

Maximum uptake rate for phosphorus 5 mgP/mgA/d ρρρρ mP

Internal nitrogen half sat constant 0.9 mgN/mgA K qN

Internal phosphorus half sat constant 0.13 mgP/mgA K qP

Detritus (POM):

Dissolution rate 0.06 /d k dt

Temp correction 1.07 θθθθ dt

Fraction of dissolution to fast CBOD 1.00 F f

Settling velocity 0.03 m/d v dt

Pathogens:

Decay rate 0 /d k dx

Temp correction 1.07 θθθθ dx

Settling velocity 1 m/d v x

Light efficiency factor 1.00 αααα path

pH:

Partial pressure of carbon dioxide 347 ppm p CO2

Constituent i

First-order reaction rate 0 /d

Temp correction 1 θθθθ dx

Settling velocity 0 m/d v dt

Constituent ii

First-order reaction rate 0 /d

Temp correction 1 θθθθ dx

Settling velocity 0 m/d v dt

Constituent iii

First-order reaction rate 0 /d

Temp correction 1 θθθθ dx

Settling velocity 0 m/d v dt

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Abstraction Inflow mean range/2 time of

Name No. Label km m3/s m3/s °C °C max

Sand Cr Lagoon 0 Mainstem headwater (Keystone) 863.41 0.0000 0.0328 25.00 0.00 12:00 AM

Sand Springs WWTP 0 Mainstem headwater (Keystone) 851.18 0.0000 0.2410 25.00 0.00 12:00 AM

Sun Refinery 0 Mainstem headwater (Keystone) 843.78 0.0000 0.1550 25.00 0.00 12:00 AM

Sinclair Refinery 0 Mainstem headwater (Keystone) 839.91 0.0000 0.1350 25.00 0.00 12:00 AM

PSO Tulsa Station 0 Mainstem headwater (Keystone) 839.59 0.0000 0.0176 25.00 0.00 12:00 AM

Tulsa Sside WWTP 0 Mainstem headwater (Keystone) 836.37 0.0000 1.8400 25.00 0.00 12:00 AM

Sapulpa WWTP 0 Mainstem headwater (Keystone) 831.71 0.0000 0.3380 25.00 0.00 12:00 AM

Polecat Creek 0 Mainstem headwater (Keystone) 826.24 0.0000 0.5352 25.00 0.00 12:00 AM

PSO Riverside Sta 0 Mainstem headwater (Keystone) 824.79 0.0000 0.1096 25.00 0.00 12:00 AM

Jenks WWTP 0 Mainstem headwater (Keystone) 824.143014 0.0000 0.0880 25.00 0.00 12:00 AM

Cogentrix Power 0 Mainstem headwater (Keystone) 823.660212 0.0000 0.0720 25.00 0.00 12:00 AM

Glenpool WWTP 0 Mainstem headwater (Keystone) 822.211806 0.0000 0.0631 25.00 0.00 12:00 AM

Kimberly Clark WWTP 0 Mainstem headwater (Keystone) 821.56807 0.0000 0.1985 25.00 0.00 12:00 AM

Bixby North Lagoon 0 Mainstem headwater (Keystone) 819.15406 0.0000 0.0000 25.00 0.00 12:00 AM

Bixby South Lagoon 0 Mainstem headwater (Keystone) 815.98 0.0000 0.2191 25.00 0.00 12:00 AM

RMUA Haikey Cr WWTP 0 Mainstem headwater (Keystone) 813.89 0.0000 0.7008 25.00 0.00 12:00 AM

Broken Arrow WWTP 0 Mainstem headwater (Keystone) 805.88 0.0000 0.3506 25.00 0.00 12:00 AM

Coweta WWTP 0 Mainstem headwater (Keystone) 789.75 0.0000 0.0334 25.00 0.00 12:00 AM

Temperature

HeadwaterTributary Location

Point

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Name

Sand Cr Lagoon

Sand Springs WWTP

Sun Refinery

Sinclair Refinery

PSO Tulsa Station

Tulsa Sside WWTP

Sapulpa WWTP

Polecat Creek

PSO Riverside Sta

Jenks WWTP

Cogentrix Power

Glenpool WWTP

Kimberly Clark WWTP

Bixby North Lagoon

Bixby South Lagoon

RMUA Haikey Cr WWTP

Broken Arrow WWTP

Coweta WWTP

mean range/2 time of mean range/2 time of mean range/2 time of mean

umhos umhos max mg/L mg/L max mg/L mg/L max mgO2/L

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 19.50 0.00 12:00 AM 2.00 0.00 12:00 AM 23.00

0.00 0.00 12:00 AM 12.70 0.00 12:00 AM 2.00 0.00 12:00 AM 16.00

0.00 0.00 12:00 AM 5.00 0.00 12:00 AM 2.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 13.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 2.00 0.00 12:00 AM 6.00

0.00 0.00 12:00 AM 5.00 0.00 12:00 AM 2.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 8.00

0.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 17.50 0.00 12:00 AM 2.00 0.00 12:00 AM 28.00

497.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

417.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 25.00

418.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

465.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

Specific Conductance Inorganic Suspended Solids Dissolved Oxygen

Q2kBixbyWLA-8OMax- Spring

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Name

Sand Cr Lagoon

Sand Springs WWTP

Sun Refinery

Sinclair Refinery

PSO Tulsa Station

Tulsa Sside WWTP

Sapulpa WWTP

Polecat Creek

PSO Riverside Sta

Jenks WWTP

Cogentrix Power

Glenpool WWTP

Kimberly Clark WWTP

Bixby North Lagoon

Bixby South Lagoon

RMUA Haikey Cr WWTP

Broken Arrow WWTP

Coweta WWTP

range/2 time of mean range/2 time of mean range/2 time of mean range/2

mgO2/L max mgO2/L mgO2/L max ugN/L ugN/L max ugN/L ugN/L

0.00 12:00 AM 30.00 0.00 12:00 AM 2000.00 0.00 12:00 AM 7200.00 0.00

0.00 12:00 AM 30.00 0.00 12:00 AM 2000.00 0.00 12:00 AM 20000.00 0.00

0.00 12:00 AM 55.10 0.00 12:00 AM 2000.00 0.00 12:00 AM 18600.00 0.00

0.00 12:00 AM 31.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 16200.00 0.00

0.00 12:00 AM 10.00 0.00 12:00 AM 2000.00 0.00 12:00 AM 10000.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 31.30 0.00 12:00 AM 2000.00 0.00 12:00 AM 5125.00 0.00

0.00 12:00 AM 14.30 0.00 12:00 AM 2000.00 0.00 12:00 AM 2400.00 0.00

0.00 12:00 AM 12.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 12500.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 18.80 0.00 12:00 AM 0.00 0.00 12:00 AM 7500.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 25000.00 0.00

0.00 12:00 AM 68.80 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 12500.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 1440.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 900.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 850.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

Organic N Ammonia NSlow CBOD Fast CBOD

Q2kBixbyWLA-8OMax- Spring

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Name

Sand Cr Lagoon

Sand Springs WWTP

Sun Refinery

Sinclair Refinery

PSO Tulsa Station

Tulsa Sside WWTP

Sapulpa WWTP

Polecat Creek

PSO Riverside Sta

Jenks WWTP

Cogentrix Power

Glenpool WWTP

Kimberly Clark WWTP

Bixby North Lagoon

Bixby South Lagoon

RMUA Haikey Cr WWTP

Broken Arrow WWTP

Coweta WWTP

time of mean range/2 time of mean range/2 time of mean range/2 time of

max ugN/L ugN/L max ugP/L ugP/L max ugP/L ugP/L max

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 2900.00 0.00 12:00 AM 400.00 0.00 12:00 AM 4400.00 0.00 12:00 AM

12:00 AM 14000.00 0.00 12:00 AM 400.00 0.00 12:00 AM 2900.00 0.00 12:00 AM

12:00 AM 500.00 0.00 12:00 AM 100.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 500.00 0.00 12:00 AM 0.00 0.00 12:00 AM 2500.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

Inorganic PNitrate + Nitrite N Organic P

Q2kBixbyWLA-8OMax- Spring

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Name

Sand Cr Lagoon

Sand Springs WWTP

Sun Refinery

Sinclair Refinery

PSO Tulsa Station

Tulsa Sside WWTP

Sapulpa WWTP

Polecat Creek

PSO Riverside Sta

Jenks WWTP

Cogentrix Power

Glenpool WWTP

Kimberly Clark WWTP

Bixby North Lagoon

Bixby South Lagoon

RMUA Haikey Cr WWTP

Broken Arrow WWTP

Coweta WWTP

mean range/2 time of mean range/2 time of mean range/2 time of mean

ugA/L ugA/L max ugN/L ugN/L max ugP/L ugP/L max mgD/L

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 19.50

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 12.70

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 17.50

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

Phytoplankton Internal Nitrogen Internal Phosphorus

Q2kBixbyWLA-8OMax- Spring

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Name

Sand Cr Lagoon

Sand Springs WWTP

Sun Refinery

Sinclair Refinery

PSO Tulsa Station

Tulsa Sside WWTP

Sapulpa WWTP

Polecat Creek

PSO Riverside Sta

Jenks WWTP

Cogentrix Power

Glenpool WWTP

Kimberly Clark WWTP

Bixby North Lagoon

Bixby South Lagoon

RMUA Haikey Cr WWTP

Broken Arrow WWTP

Coweta WWTP

range/2 time of mean range/2 time of mean range/2 time of mean range/2 time of

mgD/L max cfu/100ml cfu/100ml max mgCaCO3/L mgCaCO3/L max max

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 220.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 130.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 150.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 160.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Constituent iAlkalinityDetritus Pathogen Indicator Bacteria

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Name

Sand Cr Lagoon

Sand Springs WWTP

Sun Refinery

Sinclair Refinery

PSO Tulsa Station

Tulsa Sside WWTP

Sapulpa WWTP

Polecat Creek

PSO Riverside Sta

Jenks WWTP

Cogentrix Power

Glenpool WWTP

Kimberly Clark WWTP

Bixby North Lagoon

Bixby South Lagoon

RMUA Haikey Cr WWTP

Broken Arrow WWTP

Coweta WWTP

mean range/2 time of mean range/2 time of mean range/2 time of

max max s.u. s.u. max

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.30 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.20 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.20 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.40 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

Constituent iii pHConstituent ii

Q2kBixbyWLA-8OMax- Spring

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QUAL2K FORTRAN

Stream Water Quality Model

Steve Chapra, Hua Tao and Greg Pelletier

Version 2.12b1

System ID:

River name Arkansas River

Saved file name Bixby-WLA-8OMax-Winter

Directory where file saved P:\3098-15-701\WLAModeling\Final Draft Models\DataFiles

Month 1

Day 1

Year 2016

Local time hours to UTC -6

Daylight savings time No

Calculation:

Calculation step 0.01 hours

Final time 21 day

Solution method (integration) Euler

Solution method (pH) Brent

Time zone Central Standard Time

Program determined calc step 0.005859 hours

Time of last calculation 1.98 minutes

Time of sunrise #####################################################

Time of solar noon 6:03 AM

Time of sunset 12:07 PM

Photoperiod 12.12 hours

Q2kBixbyWLA-8OMax- Winter

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Number of Headwaters 1

Headwater label Reach No Flow Elevation

Rate Weir Height Width adam bdam

(m3/s) (m) Type (m) (m)

Mainstem headwater (Keystone) 1 29.166 199.755 0.0000 0.0000 1.2500 0.9000

Water Quality Constituents Units 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM

Temperature C 18.00 18.00 18.00 18.00 18.00 18.00 18.00

Conductivity umhos 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00

Inorganic Solids mgD/L 16.00 16.00 16.00 16.00 16.00 16.00 16.00

Dissolved Oxygen mg/L 7.60 7.60 7.60 7.60 7.60 7.60 7.60

CBODslow mgO2/L 2.00 2.00 2.00 2.00 2.00 2.00 2.00

CBODfast mgO2/L 2.00 2.00 2.00 2.00 2.00 2.00 2.00

Organic Nitrogen ugN/L 630.00 630.00 630.00 630.00 630.00 630.00 630.00

NH4-Nitrogen ugN/L 150.00 150.00 150.00 150.00 150.00 150.00 150.00

NO3-Nitrogen ugN/L 500.00 500.00 500.00 500.00 500.00 500.00 500.00

Organic Phosphorus ugP/L 50.00 50.00 50.00 50.00 50.00 50.00 50.00

Inorganic Phosphorus (SRP) ugP/L 140.00 140.00 140.00 140.00 140.00 140.00 140.00

Phytoplankton ugA/L 9.10 9.10 9.10 9.10 9.10 9.10 9.10

Internal Nitrogen (INP) ugN/L

Internal Phosphorus (IPP) ugP/L

Detritus (POM) mgD/L 4.00 4.00 4.00 4.00 4.00 4.00 4.00

Pathogen cfu/100 mL

Alkalinity mgCaCO3/L 130.00 130.00 130.00 130.00 130.00 130.00 130.00

Constituent i

Constituent ii

Constituent iii

pH s.u. 8.10 8.10 8.10 8.10 8.10 8.10 8.10

Headwater 0 (Mainstem )

Weir Rating Curves

Q2kBixbyWLA-8OMax- Winter

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Number of Headwaters 1

Headwater label Reach No

Mainstem headwater (Keystone) 1

Water Quality Constituents Units

Temperature C

Conductivity umhos

Inorganic Solids mgD/L

Dissolved Oxygen mg/L

CBODslow mgO2/L

CBODfast mgO2/L

Organic Nitrogen ugN/L

NH4-Nitrogen ugN/L

NO3-Nitrogen ugN/L

Organic Phosphorus ugP/L

Inorganic Phosphorus (SRP) ugP/L

Phytoplankton ugA/L

Internal Nitrogen (INP) ugN/L

Internal Phosphorus (IPP) ugP/L

Detritus (POM) mgD/L

Pathogen cfu/100 mL

Alkalinity mgCaCO3/L

Constituent i

Constituent ii

Constituent iii

pH s.u.

Headwater 0 (Mainstem )

Velocity Depth Channel Manning Bot Width Side Side

Coefficient Exponent Coefficient Exponent Slope n m Slope Slope

0.1300 0.187 0.0610 0.650 0.00036 0.0250 0.00 0.00 0.00

7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM

18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00

1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00

16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00

7.60 7.60 7.60 7.60 7.60 7.60 7.60 7.60 7.60

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

630.00 630.00 630.00 630.00 630.00 630.00 630.00 630.00 630.00

150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00

500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00

50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00

140.00 140.00 140.00 140.00 140.00 140.00 140.00 140.00 140.00

9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10

4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00

8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10

Rating Curves Manning Formula

Q2kBixbyWLA-8OMax- Winter

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Number of Headwaters 1

Headwater label Reach No

Mainstem headwater (Keystone) 1

Water Quality Constituents Units

Temperature C

Conductivity umhos

Inorganic Solids mgD/L

Dissolved Oxygen mg/L

CBODslow mgO2/L

CBODfast mgO2/L

Organic Nitrogen ugN/L

NH4-Nitrogen ugN/L

NO3-Nitrogen ugN/L

Organic Phosphorus ugP/L

Inorganic Phosphorus (SRP) ugP/L

Phytoplankton ugA/L

Internal Nitrogen (INP) ugN/L

Internal Phosphorus (IPP) ugP/L

Detritus (POM) mgD/L

Pathogen cfu/100 mL

Alkalinity mgCaCO3/L

Constituent i

Constituent ii

Constituent iii

pH s.u.

Headwater 0 (Mainstem )

Prescribed

Dispersion

m2/s

0.00

4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM 11:00 PM

18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00

1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00 1157.00

16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00

7.60 7.60 7.60 7.60 7.60 7.60 7.60 7.60

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

630.00 630.00 630.00 630.00 630.00 630.00 630.00 630.00

150.00 150.00 150.00 150.00 150.00 150.00 150.00 150.00

500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00

50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00

140.00 140.00 140.00 140.00 140.00 140.00 140.00 140.00

9.10 9.10 9.10 9.10 9.10 9.10 9.10 9.10

4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00

8.10 8.10 8.10 8.10 8.10 8.10 8.10 8.10

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Reach for diel plot 35

Element for diel plot 2 Reach Headwater Reach Element

Reach Downstream Number Reach length Downstream Upstream Downstream Number

Label end of reach label (km) Latitude Longitude (km) (km) >=1

Mainstem headwater (Keystone) Middle dam 8-pool 1 Yes 3.22 0.00 0.00 867.434 864.216 4

M8- Middle of Dam-8 pool Lower Dam-8 pool 2 3.22 0.00 0.00 864.216 860.997 4

L8- Lower Dam-8 pool to Dam-8 Dam-8 3 0.64 0.00 0.00 860.997 860.353 1

D8- Dam #8 to downstream Downstream 4 0.97 0.00 0.00 860.353 859.388 1

T7- Top of Dam-7 pool Middle of dam-7 pool 5 3.22 0.00 0.00 859.388 856.169 4

M7- Middle of Dam-7 pool Lower Dam-7 pool 6 1.61 0.00 0.00 856.169 854.560 2

L7- Lower Dam-7 pool Dam #7 7 1.45 0.00 0.00 854.560 853.111 2

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8 1.77 0.00 0.00 853.111 851.341 2

SS- S-Springs Main to downstream Downstream 9 4.83 0.00 0.00 851.341 846.513 5

CH- Channel u/s Sun Refinery Sun Refinery 10 3.22 0.00 0.00 846.513 843.294 4

SR- Sun Refinery to Zink L pool Zink L pool 11 1.61 0.00 0.00 843.294 841.685 2

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12 0.97 0.00 0.00 841.685 840.719 1

LZ- Lower Zink Lake pool Zink Dam 13 0.64 0.00 0.00 840.719 840.075 1

ZD-Zinc Dam Zinc Dam 14 0.01 0.00 0.00 840.075 840.070 1

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15 0.48 0.00 0.00 840.070 839.593 1

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16 1.61 0.00 0.00 839.593 837.983 2

M6- Middle of Dam-6 pool Lower Dam-6 pool 17 0.80 0.00 0.00 837.983 837.179 1

L6- Lower Dam-6 pool Dam #6 18 0.32 0.00 0.00 837.179 836.857 1

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19 3.22 0.00 0.00 836.857 833.638 4

M5- Middle of Dam-5 pool Lower Dam-5 pool 20 1.29 0.00 0.00 833.638 832.351 2

L5- Lower Dam-5 pool Dam #5 21 0.48 0.00 0.00 832.351 831.868 1

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22 0.32 0.00 0.00 831.868 831.546 1

T4- Top of Dam-4 pool Middle of Dam-4 pool 23 1.93 0.00 0.00 831.546 829.615 2

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24 0.97 0.00 0.00 829.615 828.649 1

L4- Lower Dam-4 pool Dam #4 25 0.48 0.00 0.00 828.649 828.166 1

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26 2.57 0.00 0.00 828.166 825.591 3

M3- Middle of Dam-3 pool Lower Dam-3 pool 27 1.77 0.00 0.00 825.591 823.821 2

L3- Lower Dam-3 pool Dam #3 28 0.48 0.00 0.00 823.821 823.338 1

D3- Dam #3 and downstream Top of Dam-2 pool 29 0.64 0.00 0.00 823.338 822.695 1

US - Top Dam2 pool to Bixby N Bixby North wwtp 30 3.54 0.00 0.00 822.695 819.154 4

R1- Bixby N to Mid Pool Mid dam 2 pool 31 1.08 0.00 0.00 819.154 818.074 1

L2- Mid pool to Dam2 Dam #2 32 1.08 0.00 0.00 818.074 816.994 1

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33 1.01 0.00 0.00 816.994 815.984 1

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34 2.09 0.00 0.00 815.984 813.894 2

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35 3.73 0.00 0.00 813.894 810.160 4

L1- Mid Dam1 Pool to Dam1 Dam 1 36 3.72 0.00 0.00 810.160 806.440 4

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37 0.56 0.00 0.00 806.440 805.880 1

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38 1.21 0.00 0.00 805.880 804.670 1

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39 4.97 0.00 0.00 804.670 799.700 5

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40 4.97 0.00 0.00 799.700 794.730 5

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41 4.98 0.00 0.00 794.730 789.750 5

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42 10.00 0.00 0.00 789.750 779.750 10

Location

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Upstream Downstream Weir

(m) (m) Degrees Minutes Seconds Degrees Minutes Seconds Type

199.755 197.018 0.00 0 0 0.00 0 0

197.018 196.408 0.00 0 0 0.00 0 0

196.408 195.798 0.00 0 0 0.00 0 0

195.798 195.798 0.00 0 0 0.00 0 0

195.798 193.358 0.00 0 0 0.00 0 0

193.358 193.358 0.00 0 0 0.00 0 0

193.358 192.745 0.00 0 0 0.00 0 0

192.745 191.485 0.00 0 0 0.00 0 0

191.485 190.932 0.00 0 0 0.00 0 0

190.932 190.322 0.00 0 0 0.00 0 0

190.322 189.712 0.00 0 0 0.00 0 0

189.712 187.048 0.00 0 0 0.00 0 0

187.048 186.048 0.00 0 0 0.00 0 0

186.048 186.048 0.00 0 0 0.00 0 0 Broad

186.048 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 186.000 0.00 0 0 0.00 0 0

186.000 185.438 0.00 0 0 0.00 0 0

185.438 185.438 0.00 0 0 0.00 0 0

185.438 185.438 0.00 0 0 0.00 0 0

185.438 184.828 0.00 0 0 0.00 0 0

184.828 184.218 0.00 0 0 0.00 0 0

184.218 184.218 0.00 0 0 0.00 0 0

184.218 183.608 0.00 0 0 0.00 0 0

183.608 182.393 0.00 0 0 0.00 0 0

182.393 181.773 0.00 0 0 0.00 0 0

181.773 181.773 0.00 0 0 0.00 0 0

181.773 180.553 0.00 0 0 0.00 0 0

180.553 179.333 0.00 0 0 0.00 0 0

179.333 179.333 0.00 0 0 0.00 0 0

179.333 178.723 0.00 0 0 0.00 0 0

178.723 177.506 0.00 0 0 0.00 0 0

177.506 176.286 0.00 0 0 0.00 0 0

176.286 175.686 0.00 0 0 0.00 0 0

175.686 175.076 0.00 0 0 0.00 0 0

175.076 175.076 0.00 0 0 0.00 0 0

175.076 172.026 0.00 0 0 0.00 0 0

172.026 169.587 0.00 0 0.00000 0.00 0 0

169.587 167.147 0.00 0 0.00000 0.00 0 0

167.147 164.710 0.00 0 0.00000 0.00 0 0

Latitude Longitude

Elevation Downstream

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Rating Curves

Height Width adam bdam Velocity Depth

(m) (m) Coefficient Exponent Coefficient Exponent

0.0000 0.0000 1.2500 0.9000 0.1300 0.187 0.0610 0.650

0.0000 0.0000 1.2500 0.9000 0.0610 0.356 0.1500 0.342

0.0000 0.0000 1.2500 0.9000 0.1040 0.249 0.0800 0.450

0.0000 0.0000 1.2500 0.9000 0.0490 0.459 0.3000 0.187

0.0000 0.0000 1.2500 0.9000 0.1040 0.249 0.0800 0.450

0.0000 0.0000 1.2500 0.9000 0.4710 -0.199 0.0980 0.410

0.0000 0.0000 1.2500 0.9000 0.2630 -0.199 0.2900 0.251

0.0000 0.0000 1.2500 0.9000 0.0920 0.300 0.0720 0.490

0.0000 0.0000 1.2500 0.9000 0.0920 0.300 0.0720 0.490

0.0000 0.0000 1.2500 0.9000 0.0610 0.356 0.1500 0.342

0.0000 0.0000 1.2500 0.9000 0.0850 0.149 0.1350 0.490

0.0000 0.0000 1.2500 0.9000 0.0022 1.130 0.7300 0.070

0.0000 0.0000 1.2500 0.9000 0.0010 1.170 1.3500 0.050

1.6800 100.0000 1.2500 1.2500 0.0010 1.170 1.3500 0.050

0.0000 0.0000 1.2500 0.9000 0.1220 0.300 0.0420 0.490

0.0000 0.0000 1.2500 0.9000 0.1430 0.199 0.0520 0.560

0.0000 0.0000 1.2500 0.9000 0.1260 0.280 0.0980 0.390

0.0000 0.0000 1.2500 0.9000 0.2000 0.157 0.0920 0.400

0.0000 0.0000 1.2500 0.9000 0.1060 0.250 0.0940 0.420

0.0000 0.0000 1.2500 0.9000 0.2300 0.183 0.2200 0.175

0.0000 0.0000 1.2500 0.9000 0.2400 0.171 0.0470 0.600

0.0000 0.0000 1.2500 0.9000 0.3700 0.120 0.0420 0.590

0.0000 0.0000 1.2500 0.9000 0.1210 0.329 0.2150 0.261

0.0000 0.0000 1.2500 0.9000 0.5900 -0.152 0.0550 0.497

0.0000 0.0000 1.2500 0.9000 0.0504 0.455 0.2000 0.278

0.0000 0.0000 1.2500 0.9000 0.0810 0.328 0.1090 0.392

0.0000 0.0000 1.2500 0.9000 0.2570 -0.049 0.0800 0.480

0.0000 0.0000 1.2500 0.9000 0.0680 0.448 0.1850 0.290

0.0000 0.0000 1.2500 0.9000 0.0680 0.448 0.1850 0.290

0.0000 0.0000 1.2500 0.9000 0.1810 0.190 0.0760 0.500

0.0000 0.0000 1.2500 0.9000 0.1810 0.190 0.0760 0.500

0.0000 0.0000 1.2500 0.9000 0.1810 0.190 0.0760 0.500

0.0000 0.0000 1.2500 0.9000 0.0220 0.491 0.3260 0.332

0.0000 0.0000 1.2500 0.9000 0.0220 0.491 0.3260 0.332

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1100 0.353 0.1000 0.444

0.0000 0.0000 1.2500 0.9000 0.1350 0.152 0.1000 0.425

0.0000 0.0000 1.2500 0.9000 0.0350 0.668 0.1500 0.399

0.0000 0.0000 1.2500 0.9000 0.0350 0.668 0.1500 0.399

0.0000 0.0000 1.2500 0.9000 0.0350 0.668 0.1500 0.399

Hydraulic Model (Weir Overrides Manning Formula; Manning Formula Override Rating Curves)

Weir

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Manning Formula Prescribed Bottom Bottom

Channel Manning Bot Width Side Side Dispersion Algae SOD

Slope n m Slope Slope m2/s Coverage Coverage

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 100.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.00 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

0.0004 0.0250 0.00 0.0000 0.0000 0.0000 0.00% 50.00%

Hydraulic Model (Weir Overrides Manning Formula; Manning Formula Override Rating Curves)

Q2kBixbyWLA-8OMax- Winter

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Reach for diel plot 35

Element for diel plot 2 Reach

Reach Downstream Number

Label end of reach label

Mainstem headwater (Keystone) Middle dam 8-pool 1

M8- Middle of Dam-8 pool Lower Dam-8 pool 2

L8- Lower Dam-8 pool to Dam-8 Dam-8 3

D8- Dam #8 to downstream Downstream 4

T7- Top of Dam-7 pool Middle of dam-7 pool 5

M7- Middle of Dam-7 pool Lower Dam-7 pool 6

L7- Lower Dam-7 pool Dam #7 7

D7- Dam #7 to S-Springs WWTP S-Springs WWTP 8

SS- S-Springs Main to downstream Downstream 9

CH- Channel u/s Sun Refinery Sun Refinery 10

SR- Sun Refinery to Zink L pool Zink L pool 11

MZ- Middle of Zink Lake pool Lower Zink Lake pool 12

LZ- Lower Zink Lake pool Zink Dam 13

ZD-Zinc Dam Zinc Dam 14

ZD- Zink Dam and Sinclair Refinery Sinclair Refinery 15

T6- Top of Dam-6 pool and PSO-Tulsa Middle of Dam-6 pool 16

M6- Middle of Dam-6 pool Lower Dam-6 pool 17

L6- Lower Dam-6 pool Dam #6 18

D6- Dam #6 and Tulsa S-Side WWTP Middle of Dam 5-pool 19

M5- Middle of Dam-5 pool Lower Dam-5 pool 20

L5- Lower Dam-5 pool Dam #5 21

D5- Dam #5 and Sapulpa WWTP dschg Top of Dam-4 pool 22

T4- Top of Dam-4 pool Middle of Dam-4 pool 23

M4- Middle of Dam-4 pool /S. villa Lower Dam-4 pool 24

L4- Lower Dam-4 pool Dam #4 25

D4- Dam #4 and top of Dam-3 pool Middle of Dam-3 pool 26

M3- Middle of Dam-3 pool Lower Dam-3 pool 27

L3- Lower Dam-3 pool Dam #3 28

D3- Dam #3 and downstream Top of Dam-2 pool 29

US - Top Dam2 pool to Bixby N Bixby North wwtp 30

R1- Bixby N to Mid Pool Mid dam 2 pool 31

L2- Mid pool to Dam2 Dam #2 32

D2- Dam2 to Bixby South wwtp Bixby South wwtp 33

T1- Bixby south to RMUA Haikey Haikey Ck wwtp 34

M1- Haikey Ck to Mid Dam1 pool mid dam 1 pool 35

L1- Mid Dam1 Pool to Dam1 Dam 1 36

X1- Dam1 to Broken Arrow wwtp Broken Arrow wwtp 37

D1- BA WWTP 1/4 way to Coweta Downstream of BA wwtp 38

BA- Downstream of BA wwtp 1/2 way to Cowetta Futher d/s towards Coweta 39

BF- Further d/s towards Coweta WWTP 3/4 way to cowetta 40

CO- Downstream of BA to Cowetta wwtp Cowetta wwtp 41

CO- Downstream of Coweta to end 10 km d/s of Coweta - End 42

Prescribed Prescribed Prescribed Prescribed Prescribed

SOD CH4 flux NH4 flux Inorg P flux Evap

gO2/m2/d gO2/m2/d mgN/m2/d mgP/m2/d mm/d

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.75 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.65 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.7535 0.0000 0.0000 0.0000 0.0000

0.7535 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.6458 0.0000 0.0000 0.0000 0.0000

0.7535 0.0000 0.0000 0.0000 0.0000

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ISS Fast CBOD Ammonium

Reach Reach Prescribed Settling Hydrolysis Oxidation Oxidation Hydrolysis Settling Nitrification

Number Label Reaeration Velocity Rate Rate Rate Rate Velocity Rate

/d m/d /d /d /d /d m/d /d

1 Mainstem headwater (Keystone)

2 M8- Middle of Dam-8 pool

3 L8- Lower Dam-8 pool to Dam-8

4 D8- Dam #8 to downstream

5 T7- Top of Dam-7 pool

6 M7- Middle of Dam-7 pool

7 L7- Lower Dam-7 pool

8 D7- Dam #7 to S-Springs WWTP

9 SS- S-Springs Main to downstream

10 CH- Channel u/s Sun Refinery

11 SR- Sun Refinery to Zink L pool

12 MZ- Middle of Zink Lake pool

13 LZ- Lower Zink Lake pool 0.3500

14 ZD-Zinc Dam 0.3500

15 ZD- Zink Dam and Sinclair Refinery 14.000

16 T6- Top of Dam-6 pool and PSO-Tulsa 10.000

17 M6- Middle of Dam-6 pool

18 L6- Lower Dam-6 pool 10.000

19 D6- Dam #6 and Tulsa S-Side WWTP

20 M5- Middle of Dam-5 pool 10.000 0.4000

21 L5- Lower Dam-5 pool 10.000 0.3500

22 D5- Dam #5 and Sapulpa WWTP dschg 10.000

23 T4- Top of Dam-4 pool

24 M4- Middle of Dam-4 pool /S. villa 10.000

25 L4- Lower Dam-4 pool

26 D4- Dam #4 and top of Dam-3 pool

27 M3- Middle of Dam-3 pool

28 L3- Lower Dam-3 pool

29 D3- Dam #3 and downstream

30 US - Top Dam2 pool to Bixby N

31 R1- Bixby N to Mid Pool

32 L2- Mid pool to Dam2

33 D2- Dam2 to Bixby South wwtp

34 T1- Bixby south to RMUA Haikey

35 M1- Haikey Ck to Mid Dam1 pool 0.3500

36 L1- Mid Dam1 Pool to Dam1

37 X1- Dam1 to Broken Arrow wwtp

38 D1- BA WWTP 1/4 way to Coweta 0.3500

39 BA- Downstream of BA wwtp 1/2 way to Cowetta

40 BF- Further d/s towards Coweta WWTP

41 CO- Downstream of BA to Cowetta wwtp

42 CO- Downstream of Coweta to end

Slow CBOD Organic N

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Reach Reach

Number Label

1 Mainstem headwater (Keystone)

2 M8- Middle of Dam-8 pool

3 L8- Lower Dam-8 pool to Dam-8

4 D8- Dam #8 to downstream

5 T7- Top of Dam-7 pool

6 M7- Middle of Dam-7 pool

7 L7- Lower Dam-7 pool

8 D7- Dam #7 to S-Springs WWTP

9 SS- S-Springs Main to downstream

10 CH- Channel u/s Sun Refinery

11 SR- Sun Refinery to Zink L pool

12 MZ- Middle of Zink Lake pool

13 LZ- Lower Zink Lake pool

14 ZD-Zinc Dam

15 ZD- Zink Dam and Sinclair Refinery

16 T6- Top of Dam-6 pool and PSO-Tulsa

17 M6- Middle of Dam-6 pool

18 L6- Lower Dam-6 pool

19 D6- Dam #6 and Tulsa S-Side WWTP

20 M5- Middle of Dam-5 pool

21 L5- Lower Dam-5 pool

22 D5- Dam #5 and Sapulpa WWTP dschg

23 T4- Top of Dam-4 pool

24 M4- Middle of Dam-4 pool /S. villa

25 L4- Lower Dam-4 pool

26 D4- Dam #4 and top of Dam-3 pool

27 M3- Middle of Dam-3 pool

28 L3- Lower Dam-3 pool

29 D3- Dam #3 and downstream

30 US - Top Dam2 pool to Bixby N

31 R1- Bixby N to Mid Pool

32 L2- Mid pool to Dam2

33 D2- Dam2 to Bixby South wwtp

34 T1- Bixby south to RMUA Haikey

35 M1- Haikey Ck to Mid Dam1 pool

36 L1- Mid Dam1 Pool to Dam1

37 X1- Dam1 to Broken Arrow wwtp

38 D1- BA WWTP 1/4 way to Coweta

39 BA- Downstream of BA wwtp 1/2 way to Cowetta

40 BF- Further d/s towards Coweta WWTP

41 CO- Downstream of BA to Cowetta wwtp

42 CO- Downstream of Coweta to end

Inorganic P

Denitri Sed Denitri Hydrolysis Settling Settling Max Growth Respiration Excretion Death Settling

Rate transfer coeff Rate Velocity Velocity Rate Rate Rate Rate Velocity

m/d m/d /d m/d m/d /d /d /d /d m/d

0.1500

0.1500

0.1500

0.1500

0.1500

0.1500

0.1500

0.1500

Nitrate Organic P Phytoplankton

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Reach Reach

Number Label

1 Mainstem headwater (Keystone)

2 M8- Middle of Dam-8 pool

3 L8- Lower Dam-8 pool to Dam-8

4 D8- Dam #8 to downstream

5 T7- Top of Dam-7 pool

6 M7- Middle of Dam-7 pool

7 L7- Lower Dam-7 pool

8 D7- Dam #7 to S-Springs WWTP

9 SS- S-Springs Main to downstream

10 CH- Channel u/s Sun Refinery

11 SR- Sun Refinery to Zink L pool

12 MZ- Middle of Zink Lake pool

13 LZ- Lower Zink Lake pool

14 ZD-Zinc Dam

15 ZD- Zink Dam and Sinclair Refinery

16 T6- Top of Dam-6 pool and PSO-Tulsa

17 M6- Middle of Dam-6 pool

18 L6- Lower Dam-6 pool

19 D6- Dam #6 and Tulsa S-Side WWTP

20 M5- Middle of Dam-5 pool

21 L5- Lower Dam-5 pool

22 D5- Dam #5 and Sapulpa WWTP dschg

23 T4- Top of Dam-4 pool

24 M4- Middle of Dam-4 pool /S. villa

25 L4- Lower Dam-4 pool

26 D4- Dam #4 and top of Dam-3 pool

27 M3- Middle of Dam-3 pool

28 L3- Lower Dam-3 pool

29 D3- Dam #3 and downstream

30 US - Top Dam2 pool to Bixby N

31 R1- Bixby N to Mid Pool

32 L2- Mid pool to Dam2

33 D2- Dam2 to Bixby South wwtp

34 T1- Bixby south to RMUA Haikey

35 M1- Haikey Ck to Mid Dam1 pool

36 L1- Mid Dam1 Pool to Dam1

37 X1- Dam1 to Broken Arrow wwtp

38 D1- BA WWTP 1/4 way to Coweta

39 BA- Downstream of BA wwtp 1/2 way to Cowetta

40 BF- Further d/s towards Coweta WWTP

41 CO- Downstream of BA to Cowetta wwtp

42 CO- Downstream of Coweta to end

Max Growth Respiration Excretion Death Dissolution Settling Fraction

Rate Rate Rate Rate Rate Velocity fast CBOD

mgA/m2/d or /d mgA/m2/d or /d mgA/m2/d or /d mgA/m2/d or /d /d m/d

DetritusBottom Algae

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Parameter Value Units Symbol

Stoichiometry:

Carbon 40 gC gC

Nitrogen 7.2 gN gN

Phosphorus 1 gP gP

Dry weight 100 gD gD

Chlorophyll 1 gA gA

Inorganic suspended solids:

Settling velocity 0.04 m/d v i

Oxygen:

Reaeration model O'Connor-Dobbins

User reaeration coefficient α 3.93 α

User reaeration coefficient β 0.5 β

User reaeration coefficient γ 1.5 γ

Temp correction 1.024 θθθθ a

Reaeration wind effect None

O2 for carbon oxidation 2.69 gO2/gC r oc

O2 for NH4 nitrification 4.57 gO2/gN r on

Oxygen inhib model CBOD oxidation Exponential

Oxygen inhib parameter CBOD oxidation 0.60 L/mgO2 K socf

Oxygen inhib model nitrification Exponential

Oxygen inhib parameter nitrification 0.60 L/mgO2 K sona

Oxygen enhance model denitrification Exponential

Oxygen enhance parameter denitrification 0.60 L/mgO2 K sodn

Oxygen inhib model phyto resp Exponential

Oxygen inhib parameter phyto resp 0.60 L/mgO2 K sop

Oxygen enhance model bot alg resp Exponential

Oxygen enhance parameter bot alg resp 0.60 L/mgO2 K sob

Slow CBOD:

Hydrolysis rate 0.05 /d k hc

Temp correction 1.07 θθθθ hc

Oxidation rate 0.3 /d k dcs

Temp correction 1.047 θθθθ dcs

Fast CBOD:

Oxidation rate 0.3 /d k dc

Temp correction 1.047 θθθθ dc

Organic N:

Hydrolysis 0.1 /d k hn

Temp correction 1.07 θθθθ hn

Settling velocity 0.015243902 m/d v on

Ammonium:

Nitrification 0.35 /d k na

Temp correction 1.07 θθθθ na

Nitrate:

Denitrification 0.1 /d k dn

Temp correction 1.07 θθθθ dn

Sed denitrification transfer coeff 0.24 m/d v di

Temp correction 1.07 θθθθ di

Organic P:

Hydrolysis 0.03 /d k hp

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Temp correction 1.07 θθθθ hp

Settling velocity 0.001 m/d v op

Inorganic P:

Settling velocity 0.1 m/d v ip

Inorganic P sorption coefficient 1000 L/mgD K dpi

Sed P oxygen attenuation half sat constant 1 mgO2/L k spi

Phytoplankton:

Max Growth rate 1.2 /d k gp

Temp correction 1.07 θθθθ gp

Respiration rate 0.15 /d k rp

Temp correction 1.07 θθθθ rp

Excretion rate 0.1 /d k ep

Temp correction 1.07 θθθθ dp

Death rate 0.1 /d k dp

Temp correction 1.07 θθθθ dp

External Nitrogen half sat constant 100 ugN/L k sPp

External Phosphorus half sat constant 10 ugP/L k sNp

Inorganic carbon half sat constant 1.30E-05 moles/L k sCp

Light model Half saturation

Light constant 250 langleys/d K Lp

Ammonia preference 25 ugN/L k hnxp

Subsistence quota for nitrogen 0 mgN/mgA q 0Np

Subsistence quota for phosphorus 0 mgP/mgA q 0PpMaximum uptake rate for nitrogen 0.5 mgN/mgA/d ρρρρ mNp

Maximum uptake rate for phosphorus 0.25 mgP/mgA/d ρρρρ mPp

Internal nitrogen half sat constant 0.05 mgN/mgA K qNp

Internal phosphorus half sat constant 0.005 mgP/mgA K qPp

Settling velocity 0.05 m/d v a

Bottom Algae:

Growth model Zero-order

Max Growth rate 0 mgA/m2/d or /d C gb

Temp correction 1.07 θθθθ gb

First-order model carrying capacity 1000 mgA/m2

a b,max

Respiration rate 0 /d k rb

Temp correction 1.07 θθθθ rb

Excretion rate 0.12 /d k eb

Temp correction 1.07 θθθθ db

Death rate 0.1 /d k db

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Temp correction 1.07 θθθθ db

External nitrogen half sat constant 300 ugN/L k sPb

External phosphorus half sat constant 100 ugP/L k sNb

Inorganic carbon half sat constant 1.30E-05 moles/L k sCb

Light model Half saturation

Light constant 100 langleys/d K Lb

Ammonia preference 25 ugN/L k hnxb

Subsistence quota for nitrogen 0.72 mgN/mgA q 0N

Subsistence quota for phosphorus 0.1 mgP/mgA q 0PMaximum uptake rate for nitrogen 72 mgN/mgA/d ρρρρ mN

Maximum uptake rate for phosphorus 5 mgP/mgA/d ρρρρ mP

Internal nitrogen half sat constant 0.9 mgN/mgA K qN

Internal phosphorus half sat constant 0.13 mgP/mgA K qP

Detritus (POM):

Dissolution rate 0.06 /d k dt

Temp correction 1.07 θθθθ dt

Fraction of dissolution to fast CBOD 1.00 F f

Settling velocity 0.03 m/d v dt

Pathogens:

Decay rate 0 /d k dx

Temp correction 1.07 θθθθ dx

Settling velocity 1 m/d v x

Light efficiency factor 1.00 αααα path

pH:

Partial pressure of carbon dioxide 347 ppm p CO2

Constituent i

First-order reaction rate 0 /d

Temp correction 1 θθθθ dx

Settling velocity 0 m/d v dt

Constituent ii

First-order reaction rate 0 /d

Temp correction 1 θθθθ dx

Settling velocity 0 m/d v dt

Constituent iii

First-order reaction rate 0 /d

Temp correction 1 θθθθ dx

Settling velocity 0 m/d v dt

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Abstraction Inflow mean range/2 time of

Name No. Label km m3/s m3/s °C °C max

Sand Cr Lagoon 0 Mainstem headwater (Keystone) 863.41 0.0000 0.0328 18.00 0.00 12:00 AM

Sand Springs WWTP 0 Mainstem headwater (Keystone) 851.18 0.0000 0.2410 18.00 0.00 12:00 AM

Sun Refinery 0 Mainstem headwater (Keystone) 843.78 0.0000 0.1550 18.00 0.00 12:00 AM

Sinclair Refinery 0 Mainstem headwater (Keystone) 839.91 0.0000 0.1350 18.00 0.00 12:00 AM

PSO Tulsa Station 0 Mainstem headwater (Keystone) 839.59 0.0000 0.0176 18.00 0.00 12:00 AM

Tulsa Sside WWTP 0 Mainstem headwater (Keystone) 836.37 0.0000 1.8400 18.00 0.00 12:00 AM

Sapulpa WWTP 0 Mainstem headwater (Keystone) 831.71 0.0000 0.3380 18.00 0.00 12:00 AM

Polecat Creek 0 Mainstem headwater (Keystone) 826.24 0.0000 0.5352 18.00 0.00 12:00 AM

PSO Riverside Sta 0 Mainstem headwater (Keystone) 824.79 0.0000 0.1096 18.00 0.00 12:00 AM

Jenks WWTP 0 Mainstem headwater (Keystone) 824.143014 0.0000 0.0880 18.00 0.00 12:00 AM

Cogentrix Power 0 Mainstem headwater (Keystone) 823.660212 0.0000 0.0720 18.00 0.00 12:00 AM

Glenpool WWTP 0 Mainstem headwater (Keystone) 822.211806 0.0000 0.0631 18.00 0.00 12:00 AM

Kimberly Clark WWTP 0 Mainstem headwater (Keystone) 821.56807 0.0000 0.1985 18.00 0.00 12:00 AM

Bixby North Lagoon 0 Mainstem headwater (Keystone) 819.15406 0.0000 0.0000 18.00 0.00 12:00 AM

Bixby South Lagoon 0 Mainstem headwater (Keystone) 815.98 0.0000 0.2191 18.00 0.00 12:00 AM

RMUA Haikey Cr WWTP 0 Mainstem headwater (Keystone) 813.89 0.0000 0.7008 18.00 0.00 12:00 AM

Broken Arrow WWTP 0 Mainstem headwater (Keystone) 805.88 0.0000 0.3506 18.00 0.00 12:00 AM

Coweta WWTP 0 Mainstem headwater (Keystone) 789.75 0.0000 0.0334 18.00 0.00 12:00 AM

Temperature

HeadwaterTributary Location

Point

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Name No.

Sand Cr Lagoon 0

Sand Springs WWTP 0

Sun Refinery 0

Sinclair Refinery 0

PSO Tulsa Station 0

Tulsa Sside WWTP 0

Sapulpa WWTP 0

Polecat Creek 0

PSO Riverside Sta 0

Jenks WWTP 0

Cogentrix Power 0

Glenpool WWTP 0

Kimberly Clark WWTP 0

Bixby North Lagoon 0

Bixby South Lagoon 0

RMUA Haikey Cr WWTP 0

Broken Arrow WWTP 0

Coweta WWTP 0

Tributary mean range/2 time of mean range/2 time of mean range/2 time of mean

umhos umhos max mg/L mg/L max mg/L mg/L max mgO2/L

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 19.50 0.00 12:00 AM 2.00 0.00 12:00 AM 23.00

0.00 0.00 12:00 AM 12.70 0.00 12:00 AM 2.00 0.00 12:00 AM 16.00

0.00 0.00 12:00 AM 5.00 0.00 12:00 AM 2.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 13.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 2.00 0.00 12:00 AM 6.00

0.00 0.00 12:00 AM 5.00 0.00 12:00 AM 2.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 8.00

0.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 17.50 0.00 12:00 AM 2.00 0.00 12:00 AM 28.00

497.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

417.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 25.00

418.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

465.00 0.00 12:00 AM 15.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 45.00 0.00 12:00 AM 2.00 0.00 12:00 AM 15.00

Specific Conductance Inorganic Suspended Solids Dissolved Oxygen

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Name No.

Sand Cr Lagoon 0

Sand Springs WWTP 0

Sun Refinery 0

Sinclair Refinery 0

PSO Tulsa Station 0

Tulsa Sside WWTP 0

Sapulpa WWTP 0

Polecat Creek 0

PSO Riverside Sta 0

Jenks WWTP 0

Cogentrix Power 0

Glenpool WWTP 0

Kimberly Clark WWTP 0

Bixby North Lagoon 0

Bixby South Lagoon 0

RMUA Haikey Cr WWTP 0

Broken Arrow WWTP 0

Coweta WWTP 0

Tributary range/2 time of mean range/2 time of mean range/2 time of mean range/2

mgO2/L max mgO2/L mgO2/L max ugN/L ugN/L max ugN/L ugN/L

0.00 12:00 AM 30.00 0.00 12:00 AM 2000.00 0.00 12:00 AM 7200.00 0.00

0.00 12:00 AM 30.00 0.00 12:00 AM 2000.00 0.00 12:00 AM 20000.00 0.00

0.00 12:00 AM 55.10 0.00 12:00 AM 2000.00 0.00 12:00 AM 18600.00 0.00

0.00 12:00 AM 31.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 16200.00 0.00

0.00 12:00 AM 10.00 0.00 12:00 AM 2000.00 0.00 12:00 AM 10000.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 31.30 0.00 12:00 AM 2000.00 0.00 12:00 AM 5125.00 0.00

0.00 12:00 AM 14.30 0.00 12:00 AM 2000.00 0.00 12:00 AM 2400.00 0.00

0.00 12:00 AM 12.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 12500.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 18.80 0.00 12:00 AM 0.00 0.00 12:00 AM 7500.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 25000.00 0.00

0.00 12:00 AM 68.80 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 12500.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 1440.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 900.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 850.00 0.00 12:00 AM 18750.00 0.00

0.00 12:00 AM 37.50 0.00 12:00 AM 2000.00 0.00 12:00 AM 18750.00 0.00

Organic N Ammonia NSlow CBOD Fast CBOD

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Name No.

Sand Cr Lagoon 0

Sand Springs WWTP 0

Sun Refinery 0

Sinclair Refinery 0

PSO Tulsa Station 0

Tulsa Sside WWTP 0

Sapulpa WWTP 0

Polecat Creek 0

PSO Riverside Sta 0

Jenks WWTP 0

Cogentrix Power 0

Glenpool WWTP 0

Kimberly Clark WWTP 0

Bixby North Lagoon 0

Bixby South Lagoon 0

RMUA Haikey Cr WWTP 0

Broken Arrow WWTP 0

Coweta WWTP 0

Tributary time of mean range/2 time of mean range/2 time of mean range/2 time of

max ugN/L ugN/L max ugP/L ugP/L max ugP/L ugP/L max

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 2900.00 0.00 12:00 AM 400.00 0.00 12:00 AM 4400.00 0.00 12:00 AM

12:00 AM 14000.00 0.00 12:00 AM 400.00 0.00 12:00 AM 2900.00 0.00 12:00 AM

12:00 AM 500.00 0.00 12:00 AM 100.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

12:00 AM 500.00 0.00 12:00 AM 0.00 0.00 12:00 AM 2500.00 0.00 12:00 AM

12:00 AM 3000.00 0.00 12:00 AM 0.00 0.00 12:00 AM 1000.00 0.00 12:00 AM

Nitrate + Nitrite N Organic P Inorganic P

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Name No.

Sand Cr Lagoon 0

Sand Springs WWTP 0

Sun Refinery 0

Sinclair Refinery 0

PSO Tulsa Station 0

Tulsa Sside WWTP 0

Sapulpa WWTP 0

Polecat Creek 0

PSO Riverside Sta 0

Jenks WWTP 0

Cogentrix Power 0

Glenpool WWTP 0

Kimberly Clark WWTP 0

Bixby North Lagoon 0

Bixby South Lagoon 0

RMUA Haikey Cr WWTP 0

Broken Arrow WWTP 0

Coweta WWTP 0

Tributary mean range/2 time of mean range/2 time of mean range/2 time of mean

ugA/L ugA/L max ugN/L ugN/L max ugP/L ugP/L max mgD/L

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 19.50

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 12.70

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 5.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 17.50

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

10.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 15.00

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 45.00

Phytoplankton Internal Nitrogen Internal Phosphorus

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Name No.

Sand Cr Lagoon 0

Sand Springs WWTP 0

Sun Refinery 0

Sinclair Refinery 0

PSO Tulsa Station 0

Tulsa Sside WWTP 0

Sapulpa WWTP 0

Polecat Creek 0

PSO Riverside Sta 0

Jenks WWTP 0

Cogentrix Power 0

Glenpool WWTP 0

Kimberly Clark WWTP 0

Bixby North Lagoon 0

Bixby South Lagoon 0

RMUA Haikey Cr WWTP 0

Broken Arrow WWTP 0

Coweta WWTP 0

Tributary range/2 time of mean range/2 time of mean range/2 time of mean range/2 time of

mgD/L max cfu/100ml cfu/100ml max mgCaCO3/L mgCaCO3/L max max

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 220.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 130.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 150.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 160.00 0.00 12:00 AM 0.00 0.00 12:00 AM

0.00 12:00 AM 0.00 0.00 12:00 AM 100.00 0.00 12:00 AM 0.00 0.00 12:00 AM

Constituent iAlkalinityDetritus Pathogen Indicator Bacteria

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Name No.

Sand Cr Lagoon 0

Sand Springs WWTP 0

Sun Refinery 0

Sinclair Refinery 0

PSO Tulsa Station 0

Tulsa Sside WWTP 0

Sapulpa WWTP 0

Polecat Creek 0

PSO Riverside Sta 0

Jenks WWTP 0

Cogentrix Power 0

Glenpool WWTP 0

Kimberly Clark WWTP 0

Bixby North Lagoon 0

Bixby South Lagoon 0

RMUA Haikey Cr WWTP 0

Broken Arrow WWTP 0

Coweta WWTP 0

Tributary mean range/2 time of mean range/2 time of mean range/2 time of

max max s.u. s.u. max

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.30 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.20 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.20 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.40 0.00 12:00 AM

0.00 0.00 12:00 AM 0.00 0.00 12:00 AM 7.00 0.00 12:00 AM

Constituent iii pHConstituent ii

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Appendix E Model Outputs

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Tributary Reach Downstream Downstream Hydraulics Reaeration Reaeration formulas Water

No. Label Label Distance Q, m3/s E', m3/s H, m Btop, m Ac, m^2 U, mps trav time, d Slope ka,20, /d water/wind Drop (m)

0 Mainstem headwater (Keyst 867.43 29.17 14.58 0.55 218.53 119.40 0.24 0.00 0.000360

0 Mainstem headwater (Keyst 866.63 29.17 14.58 0.55 218.53 119.40 0.24 0.04 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.82 29.17 14.58 0.55 218.53 119.40 0.24 0.08 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.02 29.17 14.58 0.55 218.53 119.40 0.24 0.11 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 864.22 29.17 14.58 0.55 218.53 119.40 0.24 0.15 0.000400 4.81 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 863.41 29.17 14.58 0.48 302.67 143.90 0.20 0.20 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 862.61 29.20 14.60 0.48 302.78 144.00 0.20 0.24 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.80 29.20 14.60 0.48 302.78 144.00 0.20 0.29 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.00 29.20 16.22 0.48 302.78 144.00 0.20 0.34 0.000400 5.40 O'Conn/No wind 0.00

0 L8- Lower Dam-8 pool to D 860.35 29.20 11.68 0.37 331.86 121.19 0.24 0.37 0.000400 8.74 O'Conn/No wind 0.00

0 D8- Dam #8 to downstream 859.39 29.20 15.93 0.56 224.61 126.64 0.23 0.42 0.000400 4.46 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 858.58 29.20 14.60 0.37 331.86 121.19 0.24 0.45 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 857.78 29.20 14.60 0.37 331.86 121.19 0.24 0.49 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.97 29.20 14.60 0.37 331.86 121.19 0.24 0.53 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.17 29.20 14.60 0.37 331.86 121.19 0.24 0.57 0.000400 8.74 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 855.36 29.20 14.60 0.39 310.41 121.33 0.24 0.61 0.000400 7.89 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 854.56 29.20 15.37 0.39 310.41 121.33 0.24 0.65 0.000400 7.89 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.84 29.20 14.60 0.68 321.23 217.28 0.13 0.71 0.000400 2.59 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.11 29.20 13.14 0.68 321.23 217.28 0.13 0.77 0.000400 2.59 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 852.23 29.20 14.60 0.38 306.63 115.34 0.25 0.81 0.000400 8.57 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 851.34 29.20 13.96 0.38 306.63 115.34 0.25 0.85 0.000400 8.57 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 850.38 29.44 14.72 0.38 307.15 116.00 0.25 0.90 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 849.41 29.44 14.72 0.38 307.15 116.00 0.25 0.94 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 848.44 29.44 14.72 0.38 307.15 116.00 0.25 0.99 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 847.48 29.44 14.72 0.38 307.15 116.00 0.25 1.03 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 846.51 29.44 16.06 0.38 307.15 116.00 0.25 1.07 0.000400 8.53 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 845.71 29.44 14.72 0.48 303.53 144.77 0.20 1.12 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.90 29.44 14.72 0.48 303.53 144.77 0.20 1.17 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.10 29.44 14.72 0.48 303.53 144.77 0.20 1.21 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 843.29 29.60 14.80 0.48 304.01 145.26 0.20 1.26 0.000400 5.37 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 842.49 29.60 14.80 0.71 296.05 210.18 0.14 1.32 0.000400 2.47 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 841.68 29.60 13.45 0.71 296.05 210.18 0.14 1.39 0.000400 2.47 O'Conn/No wind 0.00

0 MZ- Middle of Zink Lake p 840.72 29.60 17.76 0.93 316.24 292.63 0.10 1.50 0.000400 1.40 O'Conn/No wind 0.00

0 LZ- Lower Zink Lake pool 840.08 29.60 29.35 1.60 351.56 562.20 0.05 1.64 0.000400 0.45 O'Conn/No wind 0.00

0 ZD-Zinc Dam 840.07 29.60 0.00 2.09 100.00 208.98 0.14 1.64 0.000400 0.49 O'Conn/No wind 1.87

0 ZD- Zink Dam and Sinclair 839.59 29.73 11.07 0.22 397.89 88.08 0.34 1.66 0.000400 14.00 Specified/No wind 0.00

0 T6- Top of Dam-6 pool and 838.79 29.75 14.87 0.35 304.62 105.90 0.28 1.69 0.000400 10.00 Specified/No wind 0.00

0 T6- Top of Dam-6 pool and 837.98 29.75 14.87 0.35 304.62 105.90 0.28 1.72 0.000400 10.00 Specified/No wind 0.00

0 M6- Middle of Dam-6 pool 837.18 29.75 21.25 0.37 248.11 91.31 0.33 1.75 0.000400 10.05 O'Conn/No wind 0.00

0 L6- Lower Dam-6 pool 836.86 29.75 8.50 0.36 244.30 87.32 0.34 1.76 0.000400 10.00 Specified/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 836.05 31.59 15.79 0.40 313.62 125.70 0.25 1.80 0.000400 7.76 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 835.25 31.59 15.79 0.40 313.62 125.70 0.25 1.84 0.000400 7.76 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 834.44 31.59 15.79 0.40 313.62 125.70 0.25 1.87 0.000400 7.76 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 833.64 31.59 17.55 0.40 313.62 125.70 0.25 1.91 0.000400 7.76 O'Conn/No wind 0.00

0 M5- Middle of Dam-5 pool 832.99 31.59 15.79 0.40 181.36 73.01 0.43 1.93 0.000400 10.00 Specified/No wind 0.00

0 M5- Middle of Dam-5 pool 832.35 31.59 18.05 0.40 181.36 73.01 0.43 1.95 0.000400 10.00 Specified/No wind 0.00

0 L5- Lower Dam-5 pool 831.87 31.59 18.95 0.37 195.47 72.93 0.43 1.96 0.000400 10.00 Specified/No wind 0.00

0 D5- Dam #5 and Sapulpa WW 831.55 31.93 7.98 0.32 175.69 56.94 0.56 1.97 0.000400 10.00 Specified/No wind 0.00

0 T4- Top of Dam-4 pool 830.58 31.93 15.96 0.53 159.03 84.43 0.38 2.00 0.000400 6.25 O'Conn/No wind 0.00

0 T4- Top of Dam-4 pool 829.61 31.93 15.96 0.53 159.03 84.43 0.38 2.02 0.000400 6.25 O'Conn/No wind 0.00

0 M4- Middle of Dam-4 pool 828.65 31.93 21.28 0.31 297.85 91.60 0.35 2.06 0.000400 10.00 Specified/No wind 0.00

0 L4- Lower Dam-4 pool 828.17 31.93 11.49 0.52 250.12 131.02 0.24 2.08 0.000400 5.12 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 827.31 31.93 15.96 0.42 298.71 126.56 0.25 2.12 0.000400 7.16 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 826.45 31.93 15.96 0.42 298.71 126.56 0.25 2.16 0.000400 7.16 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 825.59 32.46 15.98 0.43 300.10 127.98 0.25 2.20 0.000400 7.11 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 824.71 32.57 16.29 0.43 353.00 150.32 0.22 2.25 0.000400 6.58 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 823.82 32.66 21.13 0.43 353.54 150.75 0.22 2.29 0.000400 6.57 O'Conn/No wind 0.00

0 L3- Lower Dam-3 pool 823.34 32.73 14.03 0.51 198.26 100.87 0.32 2.31 0.000400 6.17 O'Conn/No wind 0.00

0 D3- Dam #3 and downstream 822.69 32.73 13.78 0.51 198.26 100.87 0.32 2.33 0.000400 6.17 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 821.81 32.79 16.40 0.44 214.49 93.35 0.35 2.36 0.000400 8.11 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.92 32.99 16.50 0.44 214.89 93.81 0.35 2.39 0.000400 8.08 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.04 32.99 16.50 0.44 214.89 93.81 0.35 2.42 0.000400 8.08 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 819.15 32.99 14.86 0.44 214.89 93.81 0.35 2.45 0.000400 8.08 O'Conn/No wind 0.00

0 R1- Bixby N to Mid Pool 818.07 32.99 16.50 0.44 214.89 93.81 0.35 2.48 0.000400 8.08 O'Conn/No wind 0.00

0 L2- Mid pool to Dam2 816.99 32.99 17.05 0.44 214.89 93.81 0.35 2.52 0.000400 8.08 O'Conn/No wind 0.00

0 D2- Dam2 to Bixby South w 815.98 32.99 16.22 1.04 258.89 269.43 0.12 2.62 0.000400 1.30 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 814.94 33.21 16.61 1.04 259.20 270.34 0.12 2.71 0.000400 1.29 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 813.89 33.21 17.54 1.04 259.20 270.34 0.12 2.81 0.000400 1.29 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.96 33.91 16.96 0.48 185.90 88.87 0.38 2.84 0.000400 7.34 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.03 33.91 16.96 0.48 185.90 88.87 0.38 2.87 0.000400 7.34 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 811.09 33.91 16.96 0.48 185.90 88.87 0.38 2.90 0.000400 7.34 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 810.16 33.91 16.99 0.48 185.90 88.87 0.38 2.93 0.000400 7.34 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 809.23 33.91 16.96 0.48 185.90 88.87 0.38 2.95 0.000400 7.34 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 808.30 33.91 16.96 0.48 185.90 88.87 0.38 2.98 0.000400 7.34 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 807.37 33.91 16.96 0.48 185.90 88.87 0.38 3.01 0.000400 7.34 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 806.44 33.91 21.17 0.48 185.90 88.87 0.38 3.04 0.000400 7.34 O'Conn/No wind 0.00

0 X1- Dam1 to Broken Arrow 805.88 33.91 10.73 0.48 185.90 88.87 0.38 3.06 0.000400 7.34 O'Conn/No wind 0.00

0 D1- BA WWTP 1/4 way to Co 804.67 34.26 18.81 0.48 186.28 89.46 0.38 3.09 0.000400 7.31 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 803.68 34.26 17.13 0.45 330.29 148.32 0.23 3.14 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 802.68 34.26 17.13 0.45 330.29 148.32 0.23 3.19 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 801.69 34.26 17.13 0.45 330.29 148.32 0.23 3.24 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 800.69 34.26 17.13 0.45 330.29 148.32 0.23 3.29 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 799.70 34.26 17.13 0.45 330.29 148.32 0.23 3.34 0.000400 6.28 O'Conn/No wind 0.00

0 BF- Further d/s towards C 798.71 34.26 17.13 0.61 150.32 92.36 0.37 3.37 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 797.71 34.26 17.13 0.61 150.32 92.36 0.37 3.40 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 796.72 34.26 17.13 0.61 150.32 92.36 0.37 3.43 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 795.72 34.26 17.13 0.61 150.32 92.36 0.37 3.47 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 794.73 34.26 17.11 0.61 150.32 92.36 0.37 3.50 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 793.73 34.26 17.13 0.61 150.32 92.36 0.37 3.53 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 792.74 34.26 17.13 0.61 150.32 92.36 0.37 3.56 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 791.74 34.26 17.13 0.61 150.32 92.36 0.37 3.59 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 790.75 34.26 17.13 0.61 150.32 92.36 0.37 3.62 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 789.75 34.26 17.10 0.61 150.32 92.36 0.37 3.65 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 788.75 34.30 17.15 0.61 150.31 92.39 0.37 3.68 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 787.75 34.30 17.15 0.61 150.31 92.39 0.37 3.71 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 786.75 34.30 17.15 0.61 150.31 92.39 0.37 3.75 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 785.75 34.30 17.15 0.61 150.31 92.39 0.37 3.78 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 784.75 34.30 17.15 0.61 150.31 92.39 0.37 3.81 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 783.75 34.30 17.15 0.61 150.31 92.39 0.37 3.84 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 782.75 34.30 17.15 0.61 150.31 92.39 0.37 3.87 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 781.75 34.30 17.15 0.61 150.31 92.39 0.37 3.90 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 780.75 34.30 17.15 0.61 150.31 92.39 0.37 3.93 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 779.75 34.30 17.15 0.61 150.31 92.39 0.37 3.96 0.000400 4.97 O'Conn/No wind 0.00

Q2kBixbyWLA-8OMax- Winter 5MGD

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Tributary

No. Reach Label x(km) cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L) CBODf (mgO2/L) No(ugN/L) NH4(ugN/L) NO3(ugN/L)

0 Mainstem headwa 867.43 1157.00 16.00 7.60 2.00 2.00 630.00 150.00 500.00

0 Mainstem headwa 867.03 1157.00 15.98 7.78 1.98 1.99 627.54 150.10 497.66

0 Mainstem headwa 866.23 1157.00 15.96 7.92 1.95 1.98 625.06 150.20 495.31

0 Mainstem headwa 865.42 1157.00 15.93 8.04 1.93 1.97 622.55 150.31 492.96

0 Mainstem headwa 864.62 1157.00 15.91 8.14 1.90 1.96 620.02 150.41 490.61

0 M8- Middle of D 863.81 1157.00 15.88 8.24 1.88 1.95 616.87 150.50 487.02

0 M8- Middle of D 863.01 1155.70 15.85 8.31 1.86 1.96 615.23 158.39 486.32

0 M8- Middle of D 862.20 1155.70 15.82 8.36 1.83 1.95 611.99 158.33 482.78

0 M8- Middle of D 861.40 1155.70 15.79 8.39 1.80 1.94 608.72 158.26 479.23

0 L8- Lower Dam-8 860.68 1155.70 15.76 8.44 1.78 1.93 606.41 158.14 475.60

0 D8- Dam #8 to d 859.87 1155.70 15.73 8.43 1.75 1.92 602.98 158.09 472.87

0 T7- Top of Dam- 858.99 1155.70 15.70 8.46 1.73 1.91 600.04 157.92 468.31

0 T7- Top of Dam- 858.18 1155.70 15.67 8.47 1.70 1.89 597.08 157.73 463.75

0 T7- Top of Dam- 857.38 1155.70 15.63 8.46 1.68 1.88 594.10 157.53 459.19

0 T7- Top of Dam- 856.57 1155.70 15.60 8.45 1.66 1.87 591.10 157.32 454.64

0 M7- Middle of D 855.77 1155.70 15.57 8.44 1.63 1.86 588.10 157.12 450.55

0 M7- Middle of D 854.96 1155.70 15.54 8.41 1.61 1.85 585.10 156.90 446.46

0 L7- Lower Dam-7 854.20 1155.70 15.51 8.34 1.57 1.83 580.55 156.78 444.28

0 L7- Lower Dam-7 853.47 1155.70 15.48 8.27 1.54 1.82 576.00 156.64 442.10

0 D7- Dam #7 to S 852.67 1155.70 15.45 8.27 1.51 1.81 572.83 156.36 437.58

0 D7- Dam #7 to S 851.78 1155.70 15.42 8.27 1.49 1.80 569.65 156.06 433.08

0 SS- S-Springs M 850.86 1146.24 15.38 8.21 1.57 2.01 577.82 314.82 451.71

0 SS- S-Springs M 849.89 1146.24 15.34 8.19 1.54 2.00 574.27 311.17 449.29

0 SS- S-Springs M 848.93 1146.24 15.31 8.18 1.52 1.98 570.71 307.53 446.82

0 SS- S-Springs M 847.96 1146.24 15.27 8.16 1.49 1.97 567.14 303.91 444.30

0 SS- S-Springs M 847.00 1146.24 15.23 8.14 1.46 1.95 563.56 300.32 441.75

0 CH- Channel u/s 846.11 1146.24 15.21 8.10 1.44 1.94 559.94 296.82 440.81

0 CH- Channel u/s 845.31 1146.24 15.18 8.07 1.41 1.92 556.32 293.36 439.82

0 CH- Channel u/s 844.50 1146.24 15.15 8.04 1.38 1.91 552.70 289.93 438.77

0 CH- Channel u/s 843.70 1140.24 15.14 7.97 1.47 2.17 556.63 380.34 452.73

0 SR- Sun Refiner 842.89 1140.24 15.11 7.89 1.43 2.14 551.57 373.05 456.63

0 SR- Sun Refiner 842.09 1140.24 15.08 7.81 1.39 2.12 546.53 365.94 460.28

0 MZ- Middle of Z 841.20 1140.24 15.05 7.66 1.33 2.08 538.35 354.90 468.47

0 LZ- Lower Zink 840.40 1140.24 15.02 7.40 1.26 2.01 528.31 342.08 482.95

0 ZD-Zinc Dam 840.07 1140.24 15.02 7.40 1.26 2.01 528.28 342.04 483.00

0 ZD- Zink Dam an 839.83 1135.06 14.99 7.95 1.31 2.14 533.52 411.32 491.38

0 T6- Top of Dam- 839.19 1134.39 14.95 7.95 1.30 2.13 531.70 412.00 491.17

0 T6- Top of Dam- 838.39 1134.39 14.93 7.95 1.28 2.11 529.01 407.05 489.42

0 M6- Middle of D 837.58 1134.39 14.90 7.95 1.26 2.10 526.71 402.86 488.26

0 L6- Lower Dam-6 837.02 1134.39 14.89 7.95 1.26 2.10 525.83 401.25 487.73

0 D6- Dam #6 and 836.45 1068.31 14.87 7.57 2.03 4.10 608.33 1443.99 648.60

0 D6- Dam #6 and 835.65 1068.31 14.85 7.55 2.00 4.05 604.96 1418.17 662.52

0 D6- Dam #6 and 834.85 1068.31 14.82 7.53 1.97 3.99 601.59 1392.64 675.83

0 D6- Dam #6 and 834.04 1068.31 14.79 7.52 1.93 3.94 598.22 1367.41 688.52

0 M5- Middle of D 833.32 1068.31 14.78 7.53 1.92 3.91 596.66 1355.75 694.31

0 M5- Middle of D 832.67 1068.31 14.77 7.54 1.91 3.88 595.09 1344.15 699.96

0 L5- Lower Dam-5 832.11 1068.31 14.75 7.55 1.90 3.86 593.91 1335.37 703.82

0 D5- Dam #5 and 831.71 1057.00 14.75 7.50 2.01 4.14 608.16 1370.77 729.81

0 T4- Top of Dam- 831.06 1057.00 14.74 7.47 1.98 4.09 605.50 1351.80 741.31

0 T4- Top of Dam- 830.10 1057.00 14.72 7.44 1.96 4.05 602.85 1333.06 752.43

0 M4- Middle of D 829.13 1057.00 14.69 7.48 1.93 4.00 599.78 1310.72 758.40

0 L4- Lower Dam-4 828.41 1057.00 14.68 7.44 1.91 3.97 597.72 1296.46 766.48

0 D4- Dam #4 and 827.74 1057.00 14.65 7.43 1.88 3.92 594.12 1271.47 777.34

0 D4- Dam #4 and 826.88 1057.00 14.62 7.43 1.85 3.86 590.53 1246.89 787.56

0 D4- Dam #4 and 826.02 1039.57 14.35 7.35 1.89 3.98 610.10 1241.95 833.35

0 M3- Middle of D 825.15 1036.07 14.29 7.34 1.86 3.94 610.33 1250.64 851.69

0 M3- Middle of D 824.26 1033.28 14.26 7.32 1.86 3.96 609.63 1268.08 868.65

0 L3- Lower Dam-3 823.58 1031.01 14.25 7.31 1.86 3.97 606.71 1271.26 871.82

0 D3- Dam #3 and 823.02 1031.01 14.24 7.31 1.84 3.94 604.61 1257.34 878.39

0 US - Top Dam2 p 822.25 1029.02 14.28 7.33 1.84 3.96 604.57 1284.46 889.58

0 US - Top Dam2 p 821.37 1022.83 14.28 7.32 1.97 4.31 610.23 1369.77 910.39

0 US - Top Dam2 p 820.48 1022.83 14.26 7.34 1.95 4.26 607.50 1350.21 918.14

0 US - Top Dam2 p 819.60 1022.83 14.24 7.36 1.92 4.21 604.78 1330.86 925.53

0 R1- Bixby N to 818.61 1022.83 14.22 7.38 1.89 4.16 601.46 1307.56 934.03

0 L2- Mid pool to 817.53 1022.83 14.20 7.39 1.86 4.10 598.16 1284.59 942.01

0 D2- Dam2 to Bix 816.49 1022.83 14.17 7.02 1.79 3.99 589.98 1232.09 981.62

0 T1- Bixby south 815.46 1018.84 14.35 6.65 1.86 4.09 587.21 1291.28 1108.45

0 T1- Bixby south 814.42 1018.84 14.32 6.36 1.79 3.97 578.94 1237.73 1145.94

0 M1- Haikey Ck t 813.43 1006.42 14.32 6.45 2.03 4.61 583.05 1578.43 1145.52

0 M1- Haikey Ck t 812.49 1006.42 14.30 6.59 2.01 4.55 580.54 1557.30 1158.13

0 M1- Haikey Ck t 811.56 1006.42 14.28 6.71 1.99 4.49 578.03 1536.29 1170.41

0 M1- Haikey Ck t 810.63 1006.42 14.27 6.81 1.96 4.43 575.53 1515.40 1182.37

0 L1- Mid Dam1 Po 809.70 1006.42 14.25 6.90 1.94 4.39 573.04 1494.74 1193.95

0 L1- Mid Dam1 Po 808.77 1006.42 14.23 6.97 1.91 4.34 570.56 1474.23 1205.20

0 L1- Mid Dam1 Po 807.84 1006.42 14.21 7.03 1.89 4.29 568.08 1453.90 1216.11

0 L1- Mid Dam1 Po 806.91 1006.42 14.20 7.08 1.87 4.25 565.61 1433.73 1226.69

0 X1- Dam1 to Bro 806.16 1006.42 14.19 7.11 1.85 4.22 564.12 1421.66 1232.93

0 D1- BA WWTP 1/4 805.28 1000.88 14.17 7.09 1.96 4.49 563.85 1570.32 1241.53

0 BA- Downstream 804.17 1000.88 14.14 7.09 1.91 4.40 559.49 1531.70 1261.18

0 BA- Downstream 803.18 1000.88 14.11 7.09 1.87 4.32 555.14 1493.83 1279.66

0 BA- Downstream 802.19 1000.88 14.08 7.10 1.83 4.24 550.81 1456.73 1296.99

0 BA- Downstream 801.19 1000.88 14.05 7.11 1.79 4.16 546.51 1420.38 1313.20

0 BA- Downstream 800.20 1000.88 14.02 7.12 1.75 4.08 542.23 1384.80 1328.31

0 BF- Further d/s 799.20 1000.88 14.00 7.10 1.73 4.04 539.65 1363.91 1340.41

0 BF- Further d/s 798.21 1000.88 13.99 7.09 1.71 4.00 537.08 1343.33 1352.11

0 BF- Further d/s 797.22 1000.88 13.98 7.08 1.68 3.96 534.52 1323.06 1363.42

0 BF- Further d/s 796.22 1000.88 13.96 7.07 1.66 3.92 531.98 1303.10 1374.33

0 BF- Further d/s 795.23 1000.88 13.95 7.06 1.64 3.88 529.45 1283.44 1384.87

0 CO- Downstream 794.23 1000.88 13.93 7.06 1.62 3.84 526.92 1264.03 1395.05

0 CO- Downstream 793.24 1000.88 13.92 7.06 1.59 3.80 524.40 1244.92 1404.87

0 CO- Downstream 792.24 1000.88 13.91 7.06 1.57 3.76 521.90 1226.10 1414.33

0 CO- Downstream 791.24 1000.88 13.89 7.06 1.55 3.72 519.41 1207.57 1423.44

0 CO- Downstream 790.25 1000.88 13.88 7.07 1.53 3.69 516.93 1189.31 1432.21

0 CO- Downstream 789.25 999.90 13.89 7.06 1.52 3.68 515.89 1188.11 1442.45

0 CO- Downstream 788.25 999.90 13.88 7.07 1.50 3.65 513.42 1170.09 1450.83

0 CO- Downstream 787.25 999.90 13.87 7.07 1.48 3.61 510.96 1152.33 1458.88

0 CO- Downstream 786.25 999.90 13.85 7.08 1.46 3.57 508.51 1134.85 1466.61

0 CO- Downstream 785.25 999.90 13.84 7.08 1.44 3.54 506.06 1117.63 1474.02

0 CO- Downstream 784.25 999.90 13.82 7.09 1.42 3.51 503.63 1100.68 1481.13

0 CO- Downstream 783.25 999.90 13.81 7.10 1.40 3.47 501.21 1083.99 1487.92

0 CO- Downstream 782.25 999.90 13.80 7.10 1.38 3.44 498.80 1067.56 1494.43

0 CO- Downstream 781.25 999.90 13.78 7.11 1.36 3.41 496.40 1051.39 1500.64

0 CO- Downstream 780.25 999.90 13.77 7.12 1.34 3.38 494.01 1035.48 1506.56

0 Terminus 779.75 999.90 13.77 7.12 1.34 3.38 494.01 1035.48 1506.56Q2kBixbyWLA-8OMax- Winter 5MGD

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Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

ConstituentConstituentConstituent

Po (ugP/L) Inorg P (ugP/L) Phyto (ugA/L) INp(ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk i ii iii

50.00 140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00

49.95 139.39 9.10 0.12 0.04 3.99 0.00 129.99 0.00 0.00 0.00

49.89 138.80 9.10 0.22 0.07 3.98 0.00 129.99 0.00 0.00 0.00

49.84 138.21 9.11 0.31 0.10 3.97 0.00 129.98 0.00 0.00 0.00

49.79 137.63 9.12 0.39 0.12 3.96 0.00 129.98 0.00 0.00 0.00

49.72 136.83 9.14 0.47 0.14 3.95 0.00 129.97 0.00 0.00 0.00

49.60 135.89 9.14 0.55 0.16 3.95 0.00 129.93 0.00 0.00 0.00

49.53 135.11 9.16 0.62 0.18 3.94 0.00 129.92 0.00 0.00 0.00

49.46 134.33 9.18 0.69 0.20 3.93 0.00 129.91 0.00 0.00 0.00

49.41 133.64 9.19 0.73 0.21 3.92 0.00 129.90 0.00 0.00 0.00

49.33 132.97 9.20 0.79 0.22 3.90 0.00 129.89 0.00 0.00 0.00

49.27 132.13 9.21 0.84 0.23 3.89 0.00 129.89 0.00 0.00 0.00

49.21 131.29 9.22 0.88 0.25 3.88 0.00 129.88 0.00 0.00 0.00

49.14 130.46 9.22 0.93 0.26 3.87 0.00 129.87 0.00 0.00 0.00

49.08 129.64 9.23 0.97 0.27 3.86 0.00 129.86 0.00 0.00 0.00

49.01 128.88 9.24 1.01 0.28 3.85 0.00 129.85 0.00 0.00 0.00

48.95 128.12 9.24 1.05 0.28 3.83 0.00 129.84 0.00 0.00 0.00

48.84 127.46 9.23 1.10 0.30 3.82 0.00 129.83 0.00 0.00 0.00

48.74 126.81 9.22 1.16 0.31 3.80 0.00 129.81 0.00 0.00 0.00

48.67 126.01 9.22 1.19 0.32 3.79 0.00 129.80 0.00 0.00 0.00

48.60 125.21 9.22 1.22 0.33 3.78 0.00 129.79 0.00 0.00 0.00

48.12 131.46 9.15 1.25 0.33 3.86 0.00 129.52 0.00 0.00 0.00

48.04 130.56 9.16 1.28 0.34 3.84 0.00 129.49 0.00 0.00 0.00

47.97 129.67 9.17 1.31 0.35 3.83 0.00 129.46 0.00 0.00 0.00

47.89 128.78 9.18 1.34 0.35 3.81 0.00 129.42 0.00 0.00 0.00

47.81 127.90 9.19 1.37 0.36 3.80 0.00 129.39 0.00 0.00 0.00

47.73 127.20 9.21 1.40 0.37 3.79 0.00 129.36 0.00 0.00 0.00

47.64 126.50 9.22 1.43 0.37 3.77 0.00 129.33 0.00 0.00 0.00

47.56 125.81 9.24 1.46 0.38 3.76 0.00 129.30 0.00 0.00 0.00

47.23 129.68 9.20 1.48 0.38 3.83 0.00 129.10 0.00 0.00 0.00

47.11 129.02 9.20 1.52 0.39 3.81 0.00 129.04 0.00 0.00 0.00

46.99 128.38 9.20 1.55 0.40 3.80 0.00 128.97 0.00 0.00 0.00

46.79 127.60 9.16 1.61 0.41 3.77 0.00 128.87 0.00 0.00 0.00

46.54 127.13 9.01 1.67 0.42 3.74 0.00 128.75 0.00 0.00 0.00

46.54 127.12 9.01 1.67 0.42 3.74 0.00 128.75 0.00 0.00 0.00

46.30 130.50 8.96 1.67 0.42 3.77 0.00 128.60 0.00 0.00 0.00

46.21 129.70 8.96 1.68 0.43 3.76 0.00 128.55 0.00 0.00 0.00

46.15 128.97 8.97 1.69 0.43 3.75 0.00 128.51 0.00 0.00 0.00

46.10 128.39 8.98 1.70 0.43 3.74 0.00 128.48 0.00 0.00 0.00

46.08 128.16 8.99 1.71 0.43 3.74 0.00 128.47 0.00 0.00 0.00

43.33 177.97 8.48 1.62 0.41 4.38 0.00 126.65 0.00 0.00 0.00

43.27 176.99 8.50 1.64 0.41 4.37 0.00 126.48 0.00 0.00 0.00

43.20 176.03 8.52 1.65 0.42 4.35 0.00 126.32 0.00 0.00 0.00

43.14 175.06 8.54 1.67 0.42 4.34 0.00 126.17 0.00 0.00 0.00

43.11 174.62 8.55 1.67 0.42 4.33 0.00 126.10 0.00 0.00 0.00

43.08 174.18 8.56 1.68 0.42 4.32 0.00 126.02 0.00 0.00 0.00

43.06 173.82 8.57 1.69 0.42 4.32 0.00 125.97 0.00 0.00 0.00

42.59 182.34 8.48 1.67 0.42 4.43 0.00 125.67 0.00 0.00 0.00

42.54 181.75 8.49 1.68 0.42 4.42 0.00 125.54 0.00 0.00 0.00

42.49 181.17 8.51 1.69 0.42 4.41 0.00 125.42 0.00 0.00 0.00

42.43 180.04 8.52 1.70 0.43 4.39 0.00 125.29 0.00 0.00 0.00

42.39 179.58 8.53 1.71 0.43 4.38 0.00 125.19 0.00 0.00 0.00

42.33 178.60 8.54 1.73 0.43 4.37 0.00 125.04 0.00 0.00 0.00

42.26 177.62 8.56 1.74 0.43 4.35 0.00 124.88 0.00 0.00 0.00

41.50 173.75 8.43 1.72 0.43 4.27 0.00 124.32 0.00 0.00 0.00

41.28 172.04 8.41 1.73 0.43 4.25 0.00 124.05 0.00 0.00 0.00

41.09 173.14 8.40 1.74 0.43 4.26 0.00 123.80 0.00 0.00 0.00

40.97 172.42 8.39 1.74 0.43 4.28 0.00 123.68 0.00 0.00 0.00

40.93 171.97 8.39 1.75 0.43 4.27 0.00 123.59 0.00 0.00 0.00

40.80 172.88 8.38 1.76 0.43 4.34 0.00 123.42 0.00 0.00 0.00

40.51 177.16 8.33 1.75 0.43 4.40 0.00 123.15 0.00 0.00 0.00

40.46 176.46 8.34 1.76 0.43 4.39 0.00 123.03 0.00 0.00 0.00

40.41 175.77 8.34 1.77 0.44 4.38 0.00 122.91 0.00 0.00 0.00

40.35 174.93 8.35 1.78 0.44 4.37 0.00 122.76 0.00 0.00 0.00

40.29 174.10 8.36 1.79 0.44 4.35 0.00 122.61 0.00 0.00 0.00

40.14 173.25 8.31 1.81 0.44 4.32 0.00 122.24 0.00 0.00 0.00

42.34 190.28 8.27 1.82 0.44 4.56 0.00 121.89 0.00 0.00 0.00

42.18 189.34 8.22 1.84 0.45 4.53 0.00 121.50 0.00 0.00 0.00

43.32 205.38 8.26 1.81 0.44 4.73 0.00 121.95 0.00 0.00 0.00

43.27 204.68 8.26 1.82 0.44 4.72 0.00 121.81 0.00 0.00 0.00

43.22 203.97 8.27 1.83 0.44 4.71 0.00 121.67 0.00 0.00 0.00

43.17 203.27 8.28 1.83 0.44 4.70 0.00 121.53 0.00 0.00 0.00

43.12 202.57 8.29 1.84 0.45 4.68 0.00 121.40 0.00 0.00 0.00

43.07 201.87 8.30 1.85 0.45 4.67 0.00 121.26 0.00 0.00 0.00

43.02 201.18 8.31 1.85 0.45 4.66 0.00 121.13 0.00 0.00 0.00

42.97 200.49 8.33 1.86 0.45 4.65 0.00 121.00 0.00 0.00 0.00

42.94 200.07 8.33 1.86 0.45 4.64 0.00 120.92 0.00 0.00 0.00

42.44 222.60 8.37 1.85 0.45 4.73 0.00 121.13 0.00 0.00 0.00

42.35 221.15 8.39 1.86 0.45 4.71 0.00 120.88 0.00 0.00 0.00

42.26 219.70 8.42 1.87 0.45 4.69 0.00 120.64 0.00 0.00 0.00

42.17 218.27 8.44 1.88 0.45 4.67 0.00 120.40 0.00 0.00 0.00

42.08 216.85 8.46 1.89 0.46 4.65 0.00 120.16 0.00 0.00 0.00

42.00 215.43 8.48 1.90 0.46 4.63 0.00 119.94 0.00 0.00 0.00

41.94 214.81 8.49 1.91 0.46 4.61 0.00 119.80 0.00 0.00 0.00

41.89 214.18 8.49 1.92 0.46 4.60 0.00 119.66 0.00 0.00 0.00

41.83 213.56 8.49 1.92 0.46 4.59 0.00 119.52 0.00 0.00 0.00

41.78 212.94 8.49 1.93 0.46 4.58 0.00 119.39 0.00 0.00 0.00

41.72 212.32 8.49 1.94 0.46 4.57 0.00 119.26 0.00 0.00 0.00

41.67 211.70 8.49 1.94 0.47 4.55 0.00 119.13 0.00 0.00 0.00

41.61 211.08 8.49 1.95 0.47 4.54 0.00 119.00 0.00 0.00 0.00

41.56 210.47 8.49 1.95 0.47 4.53 0.00 118.88 0.00 0.00 0.00

41.51 209.86 8.48 1.96 0.47 4.52 0.00 118.75 0.00 0.00 0.00

41.45 209.25 8.48 1.96 0.47 4.51 0.00 118.63 0.00 0.00 0.00

41.36 209.40 8.47 1.97 0.47 4.54 0.00 118.49 0.00 0.00 0.00

41.30 208.79 8.47 1.97 0.47 4.52 0.00 118.37 0.00 0.00 0.00

41.25 208.18 8.47 1.98 0.47 4.51 0.00 118.25 0.00 0.00 0.00

41.20 207.58 8.47 1.98 0.47 4.50 0.00 118.13 0.00 0.00 0.00

41.14 206.97 8.47 1.99 0.47 4.49 0.00 118.02 0.00 0.00 0.00

41.09 206.37 8.47 1.99 0.48 4.48 0.00 117.91 0.00 0.00 0.00

41.03 205.76 8.47 1.99 0.48 4.47 0.00 117.80 0.00 0.00 0.00

40.98 205.16 8.48 2.00 0.48 4.45 0.00 117.69 0.00 0.00 0.00

40.93 204.57 8.48 2.00 0.48 4.44 0.00 117.58 0.00 0.00 0.00

40.87 203.97 8.49 2.01 0.48 4.43 0.00 117.47 0.00 0.00 0.00

40.87 203.97 8.49 2.01 0.48 4.43 0.00 117.47 0.00 0.00 0.00Q2kBixbyWLA-8OMax- Winter 5MGD

Page 261: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent Bot Algae QNb QPb TSS

pH (mgA/m2) (ugN/mgA) (ugP/mgA) TOC TN TP TKN (mgD/L) CBODu NH3 DO sat

8.10 0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 6.18 9.25

8.11 0.00 NaN NaN 3.43 1275.41 189.38 777.76 20.88 9.24 6.47 9.21

8.12 0.00 NaN NaN 3.42 1270.79 188.77 775.48 20.85 9.19 6.75 9.17

8.14 0.00 NaN NaN 3.40 1266.13 188.15 773.17 20.82 9.15 7.04 9.13

8.15 0.00 NaN NaN 3.39 1261.44 187.54 770.82 20.79 9.11 7.32 9.10

8.16 0.00 NaN NaN 3.37 1254.86 186.70 767.84 20.74 9.06 7.72 9.05

8.17 0.00 NaN NaN 3.37 1260.48 185.65 774.16 20.71 9.06 8.46 9.00

8.18 0.00 NaN NaN 3.35 1253.72 184.81 770.94 20.67 9.01 8.84 8.96

8.19 0.00 NaN NaN 3.33 1246.90 183.98 767.66 20.63 8.95 9.21 8.92

8.21 0.00 NaN NaN 3.31 1240.88 183.26 765.28 20.60 8.92 9.66 8.88

8.21 0.00 NaN NaN 3.29 1234.73 182.53 761.86 20.56 8.86 9.91 8.85

8.23 0.00 NaN NaN 3.28 1227.11 181.63 758.80 20.51 8.81 10.42 8.81

8.24 0.00 NaN NaN 3.26 1219.45 180.74 755.70 20.47 8.77 10.90 8.77

8.25 0.00 NaN NaN 3.24 1211.75 179.86 752.56 20.43 8.72 11.36 8.73

8.27 0.00 NaN NaN 3.22 1204.02 178.98 749.38 20.38 8.67 11.78 8.70

8.27 0.00 NaN NaN 3.21 1196.77 178.17 746.23 20.34 8.63 12.13 8.66

8.28 0.00 NaN NaN 3.19 1189.51 177.36 743.05 20.30 8.58 12.46 8.63

8.27 0.00 NaN NaN 3.16 1182.71 176.60 738.43 20.25 8.51 12.38 8.60

8.27 0.00 NaN NaN 3.14 1175.90 175.86 733.80 20.21 8.44 12.31 8.57

8.28 0.00 NaN NaN 3.12 1167.96 174.99 730.38 20.16 8.39 12.69 8.54

8.29 0.00 NaN NaN 3.10 1160.02 174.13 726.94 20.12 8.34 13.06 8.51

8.27 0.00 NaN NaN 3.24 1345.61 179.92 893.89 20.15 8.72 25.56 8.49

8.28 0.00 NaN NaN 3.22 1336.01 178.94 886.72 20.10 8.66 26.00 8.46

8.29 0.00 NaN NaN 3.20 1326.37 177.98 879.56 20.05 8.60 26.39 8.44

8.29 0.00 NaN NaN 3.18 1316.70 177.02 872.40 20.00 8.55 26.74 8.42

8.30 0.00 NaN NaN 3.16 1306.99 176.07 865.25 19.95 8.49 27.04 8.39

8.30 0.00 NaN NaN 3.14 1298.97 175.29 858.16 19.91 8.44 26.87 8.38

8.30 0.00 NaN NaN 3.12 1290.93 174.52 851.11 19.87 8.39 26.70 8.36

8.30 0.00 NaN NaN 3.10 1282.86 173.75 844.09 19.83 8.33 26.54 8.34

8.28 0.00 NaN NaN 3.25 1391.17 177.29 938.45 19.89 8.75 33.59 8.33

8.26 0.00 NaN NaN 3.22 1382.77 176.53 926.14 19.85 8.67 32.16 8.32

8.25 0.00 NaN NaN 3.19 1374.31 175.77 914.03 19.80 8.58 30.86 8.30

8.22 0.00 NaN NaN 3.14 1363.33 174.80 894.86 19.73 8.45 28.36 8.28

8.17 0.00 NaN NaN 3.07 1355.00 174.09 872.05 19.66 8.26 24.66 8.27

8.17 0.00 NaN NaN 3.07 1354.98 174.09 871.98 19.66 8.26 24.65 8.27

8.24 0.00 NaN NaN 3.15 1437.89 177.23 946.51 19.66 8.48 34.36 8.26

8.25 0.00 NaN NaN 3.14 1436.55 176.33 945.38 19.61 8.44 35.33 8.25

8.26 0.00 NaN NaN 3.12 1427.18 175.55 937.76 19.58 8.40 35.92 8.24

8.27 0.00 NaN NaN 3.11 1419.53 174.92 931.28 19.54 8.36 36.38 8.23

8.27 0.00 NaN NaN 3.10 1416.52 174.67 928.79 19.53 8.35 36.55 8.23

8.07 0.00 NaN NaN 4.37 2702.55 221.71 2053.95 20.10 11.76 84.62 8.27

8.08 0.00 NaN NaN 4.33 2687.30 220.67 2024.77 20.06 11.66 84.27 8.26

8.08 0.00 NaN NaN 4.30 2671.72 219.65 1995.89 20.02 11.56 83.88 8.25

8.08 0.00 NaN NaN 4.26 2655.83 218.62 1967.30 19.98 11.46 83.46 8.24

8.09 0.00 NaN NaN 4.24 2648.39 218.15 1954.08 19.96 11.41 83.97 8.24

8.10 0.00 NaN NaN 4.22 2640.89 217.68 1940.93 19.94 11.36 84.40 8.24

8.10 0.00 NaN NaN 4.21 2634.78 217.30 1930.96 19.93 11.32 84.79 8.23

8.07 0.00 NaN NaN 4.39 2710.41 225.35 1980.60 20.03 11.82 80.91 8.24

8.07 0.00 NaN NaN 4.37 2700.29 224.71 1958.98 20.00 11.74 79.62 8.24

8.06 0.00 NaN NaN 4.34 2690.03 224.08 1937.60 19.98 11.67 78.43 8.23

8.08 0.00 NaN NaN 4.30 2670.60 222.89 1912.20 19.93 11.58 80.00 8.22

8.07 0.00 NaN NaN 4.28 2662.37 222.40 1895.89 19.91 11.52 78.28 8.22

8.08 0.00 NaN NaN 4.24 2644.65 221.35 1867.32 19.87 11.42 77.54 8.21

8.08 0.00 NaN NaN 4.21 2626.72 220.31 1839.16 19.83 11.32 76.82 8.20

8.03 0.00 NaN NaN 4.22 2687.12 215.67 1853.78 19.46 11.36 69.13 8.21

8.03 0.00 NaN NaN 4.19 2714.40 213.75 1862.70 19.38 11.28 69.30 8.20

8.03 0.00 NaN NaN 4.20 2748.11 214.66 1879.46 19.36 11.31 70.21 8.19

8.02 0.00 NaN NaN 4.21 2751.53 213.82 1879.71 19.37 11.33 69.58 8.19

8.03 0.00 NaN NaN 4.19 2742.09 213.33 1863.70 19.35 11.27 69.29 8.19

8.03 0.00 NaN NaN 4.23 2780.36 214.11 1890.79 19.45 11.37 71.79 8.18

8.02 0.00 NaN NaN 4.43 2892.14 218.10 1981.76 19.52 11.91 74.99 8.18

8.03 0.00 NaN NaN 4.40 2877.61 217.36 1959.47 19.49 11.83 75.62 8.17

8.04 0.00 NaN NaN 4.37 2862.93 216.62 1937.41 19.46 11.75 76.11 8.17

8.05 0.00 NaN NaN 4.33 2844.83 215.72 1910.81 19.42 11.65 76.54 8.16

8.06 0.00 NaN NaN 4.29 2826.55 214.83 1884.54 19.39 11.55 76.83 8.16

7.98 0.00 NaN NaN 4.21 2805.50 213.83 1823.88 19.33 11.33 62.87 8.15

7.90 0.00 NaN NaN 4.37 2988.76 233.07 1880.31 19.73 11.75 55.07 8.15

7.85 0.00 NaN NaN 4.28 2964.45 231.96 1818.51 19.67 11.52 46.93 8.14

7.84 0.00 NaN NaN 4.69 3308.82 249.15 2163.30 19.87 12.62 57.68 8.15

7.86 0.00 NaN NaN 4.66 3297.79 248.39 2139.66 19.85 12.53 59.95 8.15

7.88 0.00 NaN NaN 4.62 3286.56 247.64 2116.15 19.82 12.43 62.00 8.15

7.90 0.00 NaN NaN 4.59 3275.14 246.89 2092.77 19.79 12.34 63.84 8.14

7.91 0.00 NaN NaN 4.56 3263.57 246.14 2069.63 19.76 12.25 65.65 8.14

7.93 0.00 NaN NaN 4.53 3251.84 245.39 2046.64 19.73 12.17 67.24 8.14

7.95 0.00 NaN NaN 4.50 3239.94 244.65 2023.83 19.71 12.09 68.62 8.13

7.96 0.00 NaN NaN 4.47 3227.89 243.90 2001.20 19.68 12.01 69.81 8.13

7.97 0.00 NaN NaN 4.45 3220.58 243.46 1987.64 19.66 11.97 70.46 8.13

7.96 0.00 NaN NaN 4.62 3377.55 265.48 2136.02 19.74 12.44 76.97 8.14

7.97 0.00 NaN NaN 4.57 3354.22 263.94 2093.05 19.69 12.29 76.24 8.13

7.97 0.00 NaN NaN 4.51 3330.50 262.42 2050.85 19.64 12.14 75.50 8.13

7.98 0.00 NaN NaN 4.46 3306.41 260.90 2009.42 19.59 12.00 74.76 8.12

7.98 0.00 NaN NaN 4.41 3281.98 259.39 1968.78 19.54 11.86 74.02 8.12

7.99 0.00 NaN NaN 4.36 3257.25 257.89 1928.94 19.49 11.72 73.27 8.11

7.99 0.00 NaN NaN 4.33 3245.88 257.21 1905.47 19.47 11.65 71.70 8.11

7.98 0.00 NaN NaN 4.30 3234.44 256.53 1882.33 19.44 11.57 70.28 8.11

7.98 0.00 NaN NaN 4.27 3222.93 255.85 1859.51 19.42 11.49 68.98 8.11

7.98 0.00 NaN NaN 4.24 3211.34 255.18 1837.01 19.39 11.42 67.78 8.11

7.98 0.00 NaN NaN 4.22 3199.68 254.51 1814.82 19.36 11.34 66.69 8.10

7.98 0.00 NaN NaN 4.19 3187.94 253.84 1792.89 19.34 11.27 65.67 8.10

7.98 0.00 NaN NaN 4.16 3176.14 253.17 1771.27 19.31 11.19 64.74 8.10

7.98 0.00 NaN NaN 4.13 3164.28 252.50 1749.96 19.29 11.12 63.87 8.09

7.98 0.00 NaN NaN 4.11 3152.37 251.83 1728.93 19.26 11.05 63.06 8.09

7.98 0.00 NaN NaN 4.08 3140.41 251.17 1708.20 19.23 10.98 62.31 8.09

7.98 0.00 NaN NaN 4.09 3148.42 251.23 1705.97 19.28 10.99 62.02 8.09

7.98 0.00 NaN NaN 4.06 3136.31 250.57 1685.47 19.25 10.92 61.34 8.09

7.98 0.00 NaN NaN 4.04 3124.15 249.91 1665.26 19.22 10.85 60.71 8.08

7.99 0.00 NaN NaN 4.01 3111.94 249.25 1645.33 19.20 10.79 60.11 8.08

7.99 0.00 NaN NaN 3.99 3099.70 248.59 1625.68 19.17 10.72 59.54 8.08

7.99 0.00 NaN NaN 3.96 3087.43 247.93 1606.30 19.15 10.65 59.00 8.08

7.99 0.00 NaN NaN 3.94 3075.12 247.28 1587.19 19.12 10.59 58.48 8.08

8.00 0.00 NaN NaN 3.91 3062.78 246.62 1568.36 19.10 10.53 57.99 8.08

8.00 0.00 NaN NaN 3.89 3050.43 245.97 1549.79 19.07 10.46 57.51 8.07

8.00 0.00 NaN NaN 3.87 3038.06 245.32 1531.50 19.05 10.40 57.05 8.07

8.00 0.00 NaN NaN 3.87 3038.06 245.32 1531.50 19.05 10.40 57.05 8.07Q2kBixbyWLA-8OMax- Winter 5MGD

Page 262: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

pHsat

8.49

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50 Q2kBixbyWLA-8OMax- Winter 5MGD

Page 263: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Tributary Reach Distance cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L)CBODf (mgO2/L)No(ugN/L) NH4(ugN/L) NO3(ugN/L) Po (ugP/L)

No. Label x(km) Min Min Min Min Min Min Min Min Min

0 Mainstem headwa 867.43 1157.00 16.00 7.60 2.00 2.00 630.00 150.00 500.00 50.00

0 Mainstem headwa 867.03 1157.00 15.98 7.77 1.98 1.99 627.42 150.09 497.54 49.94

0 Mainstem headwa 866.23 1157.00 15.96 7.90 1.95 1.98 624.71 150.19 494.98 49.89

0 Mainstem headwa 865.42 1157.00 15.93 7.98 1.92 1.97 621.88 150.28 492.33 49.82

0 Mainstem headwa 864.62 1157.00 15.91 8.03 1.90 1.96 618.96 150.38 489.61 49.76

0 M8- Middle of D 863.81 1157.00 15.88 8.07 1.86 1.94 615.28 150.45 485.36 49.68

0 M8- Middle of D 863.01 1155.70 15.85 8.07 1.84 1.96 613.07 158.34 484.00 49.54

0 M8- Middle of D 862.20 1155.70 15.82 8.06 1.81 1.95 609.27 158.29 479.81 49.46

0 M8- Middle of D 861.40 1155.70 15.79 8.03 1.78 1.94 605.49 158.22 475.66 49.38

0 L8- Lower Dam-8 860.68 1155.70 15.76 8.03 1.76 1.93 602.85 158.12 471.37 49.32

0 D8- Dam #8 to d 859.87 1155.70 15.73 7.98 1.72 1.91 598.99 158.04 468.37 49.23

0 T7- Top of Dam- 858.99 1155.70 15.70 7.98 1.70 1.90 595.77 157.82 463.21 49.17

0 T7- Top of Dam- 858.18 1155.70 15.67 7.97 1.67 1.89 592.61 157.59 458.15 49.10

0 T7- Top of Dam- 857.38 1155.70 15.63 7.95 1.65 1.88 589.49 157.34 453.19 49.03

0 T7- Top of Dam- 856.57 1155.70 15.60 7.93 1.62 1.87 586.41 157.08 448.34 48.96

0 M7- Middle of D 855.77 1155.70 15.57 7.91 1.60 1.86 583.39 156.84 444.06 48.90

0 M7- Middle of D 854.96 1155.70 15.54 7.88 1.58 1.85 580.40 156.59 439.88 48.83

0 L7- Lower Dam-7 854.20 1155.70 15.51 7.82 1.54 1.83 575.91 156.46 438.00 48.73

0 L7- Lower Dam-7 853.47 1155.70 15.48 7.77 1.51 1.81 571.45 156.31 436.15 48.62

0 D7- Dam #7 to S 852.67 1155.70 15.45 7.82 1.48 1.80 568.38 156.02 431.81 48.56

0 D7- Dam #7 to S 851.78 1155.70 15.42 7.87 1.46 1.79 565.36 155.73 427.59 48.49

0 SS- S-Springs M 850.86 1146.24 15.38 7.86 1.55 2.01 573.83 314.34 446.59 48.02

0 SS- S-Springs M 849.89 1146.24 15.34 7.88 1.52 1.99 570.62 310.09 444.54 47.95

0 SS- S-Springs M 848.93 1146.24 15.31 7.87 1.50 1.98 567.47 305.90 442.51 47.88

0 SS- S-Springs M 847.96 1146.24 15.27 7.83 1.47 1.96 564.37 301.78 440.48 47.82

0 SS- S-Springs M 847.00 1146.24 15.23 7.79 1.45 1.95 561.32 297.74 438.46 47.75

0 CH- Channel u/s 846.11 1146.24 15.21 7.73 1.43 1.94 558.30 293.88 437.84 47.68

0 CH- Channel u/s 845.31 1146.24 15.18 7.68 1.40 1.92 555.30 290.13 437.18 47.62

0 CH- Channel u/s 844.50 1146.24 15.15 7.64 1.38 1.91 551.95 286.49 436.48 47.54

0 CH- Channel u/s 843.70 1140.24 15.14 7.58 1.46 2.17 555.31 376.50 450.50 47.20

0 SR- Sun Refiner 842.89 1140.24 15.11 7.50 1.42 2.14 549.58 368.79 454.07 47.06

0 SR- Sun Refiner 842.09 1140.24 15.08 7.45 1.38 2.11 544.07 361.43 457.56 46.93

0 MZ- Middle of Z 841.20 1140.24 15.05 7.34 1.32 2.07 535.63 350.53 465.58 46.72

0 LZ- Lower Zink 840.40 1140.24 15.02 7.13 1.24 2.01 525.71 338.30 479.95 46.47

0 ZD-Zinc Dam 840.07 1140.24 15.02 7.13 1.24 2.01 525.68 338.26 480.00 46.47

0 ZD- Zink Dam an 839.83 1135.06 14.99 7.80 1.30 2.13 530.94 407.62 488.44 46.23

0 T6- Top of Dam- 839.19 1134.39 14.95 7.82 1.28 2.12 529.19 408.54 488.30 46.15

0 T6- Top of Dam- 838.39 1134.39 14.93 7.85 1.27 2.11 526.66 403.95 486.51 46.09

0 M6- Middle of D 837.58 1134.39 14.90 7.82 1.25 2.10 524.53 400.15 485.30 46.04

0 L6- Lower Dam-6 837.02 1134.39 14.89 7.80 1.25 2.09 523.72 398.70 484.73 46.02

0 D6- Dam #6 and 836.45 1068.31 14.87 7.35 2.02 4.10 606.69 1439.24 647.30 43.29

0 D6- Dam #6 and 835.65 1068.31 14.85 7.25 1.99 4.03 603.74 1407.24 660.26 43.23

0 D6- Dam #6 and 834.85 1068.31 14.82 7.17 1.96 3.97 600.79 1375.61 671.78 43.18

0 D6- Dam #6 and 834.04 1068.31 14.79 7.10 1.92 3.91 596.66 1344.63 682.73 43.11

0 M5- Middle of D 833.32 1068.31 14.78 7.08 1.90 3.87 594.74 1330.30 687.71 43.08

0 M5- Middle of D 832.67 1068.31 14.77 7.07 1.89 3.84 592.83 1316.13 692.57 43.04

0 L5- Lower Dam-5 832.11 1068.31 14.75 7.06 1.88 3.81 591.39 1305.44 695.89 43.01

0 D5- Dam #5 and 831.71 1057.00 14.75 7.00 1.99 4.09 605.53 1340.16 721.75 42.54

0 T4- Top of Dam- 831.06 1057.00 14.74 6.94 1.96 4.04 602.32 1317.71 731.50 42.48

0 T4- Top of Dam- 830.10 1057.00 14.72 6.90 1.93 4.00 599.16 1295.93 740.91 42.42

0 M4- Middle of D 829.13 1057.00 14.69 6.92 1.90 3.94 595.63 1270.80 746.26 42.35

0 L4- Lower Dam-4 828.41 1057.00 14.68 6.87 1.88 3.91 593.26 1254.91 753.11 42.31

0 D4- Dam #4 and 827.74 1057.00 14.65 6.86 1.84 3.85 589.24 1228.08 762.55 42.23

0 D4- Dam #4 and 826.88 1057.00 14.62 6.87 1.81 3.79 585.32 1202.38 771.63 42.15

0 D4- Dam #4 and 826.02 1039.57 14.35 6.81 1.85 3.91 604.71 1197.75 816.90 41.39

0 M3- Middle of D 825.15 1036.07 14.29 6.81 1.82 3.87 604.78 1206.92 834.74 41.16

0 M3- Middle of D 824.26 1033.28 14.26 6.82 1.82 3.89 604.02 1225.46 851.52 40.97

0 L3- Lower Dam-3 823.58 1031.01 14.25 6.81 1.82 3.90 601.07 1228.97 854.49 40.85

0 D3- Dam #3 and 823.02 1031.01 14.24 6.82 1.80 3.87 598.94 1215.56 860.83 40.81

0 US - Top Dam2 p 822.25 1029.02 14.28 6.87 1.80 3.90 598.93 1243.66 872.12 40.68

0 US - Top Dam2 p 821.37 1022.83 14.28 6.87 1.93 4.24 604.66 1330.35 893.15 40.39

0 US - Top Dam2 p 820.48 1022.83 14.26 6.91 1.91 4.19 602.01 1312.11 901.20 40.35

0 US - Top Dam2 p 819.60 1022.83 14.24 6.93 1.89 4.15 599.40 1294.28 909.07 40.30

0 R1- Bixby N to 818.61 1022.83 14.22 6.96 1.86 4.10 596.27 1273.15 918.39 40.24

0 L2- Mid pool to 817.53 1022.83 14.20 6.99 1.83 4.05 593.21 1252.57 927.37 40.19

0 D2- Dam2 to Bix 816.49 1022.83 14.17 6.63 1.76 3.94 585.73 1205.82 967.33 40.05

0 T1- Bixby south 815.46 1018.84 14.35 6.27 1.84 4.05 583.65 1270.39 1094.68 42.27

0 T1- Bixby south 814.42 1018.84 14.32 6.02 1.77 3.94 576.05 1221.53 1133.48 42.12

0 M1- Haikey Ck t 813.43 1006.42 14.32 6.16 2.02 4.58 580.41 1564.30 1134.07 43.27

0 M1- Haikey Ck t 812.49 1006.42 14.30 6.35 2.00 4.52 578.11 1545.04 1147.77 43.22

0 M1- Haikey Ck t 811.56 1006.42 14.28 6.51 1.97 4.47 575.84 1526.02 1161.43 43.18

0 M1- Haikey Ck t 810.63 1006.42 14.27 6.65 1.95 4.42 573.60 1507.28 1174.89 43.13

0 L1- Mid Dam1 Po 809.70 1006.42 14.25 6.78 1.93 4.37 571.39 1488.89 1187.80 43.09

0 L1- Mid Dam1 Po 808.77 1006.42 14.23 6.89 1.91 4.33 569.22 1468.47 1199.89 43.04

0 L1- Mid Dam1 Po 807.84 1006.42 14.21 6.91 1.88 4.28 566.80 1444.33 1211.28 42.99

0 L1- Mid Dam1 Po 806.91 1006.42 14.20 6.91 1.86 4.23 563.93 1420.18 1222.13 42.93

0 X1- Dam1 to Bro 806.16 1006.42 14.19 6.90 1.84 4.20 562.15 1405.62 1228.49 42.89

0 D1- BA WWTP 1/4 805.28 1000.88 14.17 6.83 1.94 4.46 561.29 1548.92 1237.06 42.38

0 BA- Downstream 804.17 1000.88 14.14 6.76 1.89 4.36 556.15 1503.75 1256.16 42.27

0 BA- Downstream 803.18 1000.88 14.11 6.72 1.85 4.27 551.11 1460.46 1273.57 42.17

0 BA- Downstream 802.19 1000.88 14.08 6.69 1.80 4.18 546.21 1419.17 1289.27 42.07

0 BA- Downstream 801.19 1000.88 14.05 6.68 1.76 4.10 541.47 1379.84 1303.45 41.97

0 BA- Downstream 800.20 1000.88 14.02 6.68 1.72 4.02 536.88 1342.36 1316.59 41.87

0 BF- Further d/s 799.20 1000.88 14.00 6.65 1.69 3.97 534.10 1320.42 1326.98 41.82

0 BF- Further d/s 798.21 1000.88 13.99 6.63 1.67 3.93 531.37 1299.04 1337.13 41.76

0 BF- Further d/s 797.22 1000.88 13.98 6.61 1.65 3.89 528.68 1278.21 1347.10 41.70

0 BF- Further d/s 796.22 1000.88 13.96 6.61 1.62 3.85 526.03 1257.96 1356.91 41.64

0 BF- Further d/s 795.23 1000.88 13.95 6.61 1.60 3.81 523.42 1238.26 1366.57 41.59

0 CO- Downstream 794.23 1000.88 13.93 6.61 1.58 3.77 520.86 1219.08 1376.13 41.53

0 CO- Downstream 793.24 1000.88 13.92 6.63 1.55 3.73 518.34 1200.45 1385.55 41.48

0 CO- Downstream 792.24 1000.88 13.91 6.64 1.53 3.69 515.87 1182.35 1394.86 41.42

0 CO- Downstream 791.24 1000.88 13.89 6.67 1.51 3.66 513.44 1164.76 1404.03 41.37

0 CO- Downstream 790.25 1000.88 13.88 6.69 1.49 3.62 511.05 1147.67 1413.08 41.32

0 CO- Downstream 789.25 999.90 13.89 6.71 1.49 3.62 510.15 1147.90 1423.79 41.22

0 CO- Downstream 788.25 999.90 13.88 6.73 1.47 3.59 507.83 1131.45 1432.79 41.17

0 CO- Downstream 787.25 999.90 13.87 6.76 1.45 3.55 505.55 1115.44 1441.63 41.12

0 CO- Downstream 786.25 999.90 13.85 6.79 1.43 3.52 503.31 1099.88 1450.27 41.07

0 CO- Downstream 785.25 999.90 13.84 6.82 1.41 3.49 501.11 1084.73 1458.71 41.03

0 CO- Downstream 784.25 999.90 13.82 6.85 1.39 3.46 498.94 1069.99 1466.93 40.98

0 CO- Downstream 783.25 999.90 13.81 6.88 1.37 3.43 496.81 1055.63 1474.91 40.93

0 CO- Downstream 782.25 999.90 13.80 6.90 1.36 3.40 494.71 1041.65 1482.63 40.88

0 CO- Downstream 781.25 999.90 13.78 6.92 1.34 3.37 492.64 1028.03 1490.09 40.84

0 CO- Downstream 780.25 999.90 13.77 6.93 1.32 3.34 490.60 1014.76 1497.27 40.79

0 Terminus 779.75 999.90 13.77 6.93 1.32 3.34 490.60 1014.76 1497.27 40.79Q2kBixbyWLA-8OMax- Winter 5MGD

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Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Inorg P (ugP/L) Phyto (ug/L) INp (ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk Constituent i Constituent ii Constituent iii pH

Min Min Min Min Min Min Min Min Min Min Min

140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00 8.10

139.39 9.01 0.12 0.04 3.99 0.00 129.99 0.00 0.00 0.00 8.11

138.80 8.92 0.22 0.07 3.98 0.00 129.99 0.00 0.00 0.00 8.12

138.21 8.84 0.30 0.10 3.97 0.00 129.98 0.00 0.00 0.00 8.13

137.62 8.75 0.38 0.12 3.96 0.00 129.97 0.00 0.00 0.00 8.14

136.82 8.65 0.46 0.14 3.95 0.00 129.96 0.00 0.00 0.00 8.15

135.86 8.54 0.53 0.16 3.95 0.00 129.92 0.00 0.00 0.00 8.16

135.07 8.44 0.59 0.17 3.93 0.00 129.91 0.00 0.00 0.00 8.17

134.28 8.35 0.65 0.19 3.92 0.00 129.90 0.00 0.00 0.00 8.18

133.58 8.29 0.69 0.20 3.91 0.00 129.89 0.00 0.00 0.00 8.19

132.90 8.22 0.75 0.21 3.90 0.00 129.88 0.00 0.00 0.00 8.20

132.04 8.17 0.79 0.22 3.89 0.00 129.87 0.00 0.00 0.00 8.21

131.20 8.13 0.83 0.23 3.87 0.00 129.86 0.00 0.00 0.00 8.23

130.35 8.10 0.87 0.24 3.86 0.00 129.85 0.00 0.00 0.00 8.24

129.52 8.09 0.91 0.25 3.85 0.00 129.84 0.00 0.00 0.00 8.25

128.75 8.10 0.95 0.26 3.84 0.00 129.83 0.00 0.00 0.00 8.25

127.99 8.12 0.98 0.27 3.83 0.00 129.83 0.00 0.00 0.00 8.26

127.32 8.19 1.04 0.28 3.81 0.00 129.81 0.00 0.00 0.00 8.26

126.67 8.28 1.10 0.29 3.80 0.00 129.80 0.00 0.00 0.00 8.25

125.87 8.36 1.13 0.30 3.78 0.00 129.79 0.00 0.00 0.00 8.26

125.07 8.43 1.17 0.31 3.77 0.00 129.78 0.00 0.00 0.00 8.27

131.34 8.43 1.19 0.32 3.85 0.00 129.50 0.00 0.00 0.00 8.25

130.45 8.49 1.23 0.33 3.84 0.00 129.47 0.00 0.00 0.00 8.26

129.57 8.53 1.27 0.33 3.82 0.00 129.45 0.00 0.00 0.00 8.27

128.71 8.55 1.30 0.34 3.81 0.00 129.42 0.00 0.00 0.00 8.27

127.85 8.55 1.34 0.35 3.80 0.00 129.38 0.00 0.00 0.00 8.28

127.16 8.54 1.38 0.36 3.78 0.00 129.35 0.00 0.00 0.00 8.28

126.48 8.51 1.41 0.37 3.77 0.00 129.31 0.00 0.00 0.00 8.28

125.79 8.47 1.44 0.37 3.76 0.00 129.27 0.00 0.00 0.00 8.28

129.66 8.37 1.46 0.38 3.83 0.00 129.07 0.00 0.00 0.00 8.26

129.00 8.31 1.50 0.39 3.81 0.00 129.00 0.00 0.00 0.00 8.25

128.33 8.26 1.53 0.39 3.79 0.00 128.94 0.00 0.00 0.00 8.24

127.54 8.23 1.58 0.41 3.77 0.00 128.83 0.00 0.00 0.00 8.21

127.06 8.23 1.64 0.42 3.74 0.00 128.71 0.00 0.00 0.00 8.16

127.06 8.23 1.64 0.42 3.74 0.00 128.71 0.00 0.00 0.00 8.16

130.44 8.21 1.64 0.42 3.77 0.00 128.57 0.00 0.00 0.00 8.24

129.64 8.21 1.65 0.42 3.76 0.00 128.51 0.00 0.00 0.00 8.25

128.93 8.22 1.66 0.42 3.75 0.00 128.48 0.00 0.00 0.00 8.25

128.35 8.22 1.67 0.42 3.74 0.00 128.45 0.00 0.00 0.00 8.26

128.13 8.22 1.68 0.43 3.74 0.00 128.44 0.00 0.00 0.00 8.26

177.94 7.74 1.60 0.40 4.38 0.00 126.62 0.00 0.00 0.00 8.06

176.97 7.75 1.61 0.41 4.36 0.00 126.42 0.00 0.00 0.00 8.06

176.00 7.75 1.63 0.41 4.35 0.00 126.22 0.00 0.00 0.00 8.07

175.04 7.75 1.64 0.41 4.33 0.00 126.03 0.00 0.00 0.00 8.07

174.59 7.75 1.65 0.41 4.32 0.00 125.94 0.00 0.00 0.00 8.07

174.15 7.75 1.65 0.41 4.32 0.00 125.85 0.00 0.00 0.00 8.08

173.78 7.75 1.66 0.42 4.31 0.00 125.79 0.00 0.00 0.00 8.08

182.30 7.66 1.64 0.41 4.42 0.00 125.48 0.00 0.00 0.00 8.05

181.71 7.65 1.66 0.41 4.41 0.00 125.33 0.00 0.00 0.00 8.05

181.11 7.64 1.67 0.42 4.40 0.00 125.19 0.00 0.00 0.00 8.05

179.97 7.62 1.68 0.42 4.38 0.00 125.04 0.00 0.00 0.00 8.06

179.50 7.61 1.69 0.42 4.37 0.00 124.93 0.00 0.00 0.00 8.06

178.50 7.59 1.71 0.42 4.35 0.00 124.76 0.00 0.00 0.00 8.06

177.50 7.57 1.72 0.43 4.34 0.00 124.60 0.00 0.00 0.00 8.06

173.62 7.42 1.71 0.42 4.25 0.00 124.04 0.00 0.00 0.00 8.02

171.89 7.39 1.72 0.43 4.24 0.00 123.77 0.00 0.00 0.00 8.02

172.98 7.37 1.74 0.43 4.25 0.00 123.53 0.00 0.00 0.00 8.01

172.25 7.36 1.74 0.43 4.26 0.00 123.41 0.00 0.00 0.00 8.01

171.80 7.37 1.75 0.43 4.26 0.00 123.32 0.00 0.00 0.00 8.01

172.70 7.37 1.75 0.43 4.32 0.00 123.16 0.00 0.00 0.00 8.02

176.98 7.34 1.75 0.43 4.39 0.00 122.90 0.00 0.00 0.00 8.01

176.29 7.36 1.76 0.43 4.38 0.00 122.78 0.00 0.00 0.00 8.02

175.59 7.39 1.76 0.43 4.37 0.00 122.67 0.00 0.00 0.00 8.03

174.76 7.42 1.77 0.44 4.36 0.00 122.53 0.00 0.00 0.00 8.04

173.93 7.46 1.78 0.44 4.34 0.00 122.40 0.00 0.00 0.00 8.05

173.11 7.53 1.80 0.44 4.31 0.00 122.06 0.00 0.00 0.00 7.96

190.17 7.61 1.81 0.44 4.55 0.00 121.74 0.00 0.00 0.00 7.88

189.25 7.63 1.84 0.45 4.52 0.00 121.39 0.00 0.00 0.00 7.83

205.30 7.69 1.81 0.44 4.73 0.00 121.85 0.00 0.00 0.00 7.82

204.60 7.68 1.81 0.44 4.72 0.00 121.72 0.00 0.00 0.00 7.84

203.90 7.67 1.82 0.44 4.70 0.00 121.59 0.00 0.00 0.00 7.86

203.20 7.65 1.83 0.44 4.69 0.00 121.47 0.00 0.00 0.00 7.89

202.50 7.63 1.83 0.44 4.68 0.00 121.34 0.00 0.00 0.00 7.90

201.80 7.61 1.84 0.45 4.67 0.00 121.23 0.00 0.00 0.00 7.92

201.11 7.59 1.85 0.45 4.66 0.00 121.08 0.00 0.00 0.00 7.94

200.42 7.56 1.85 0.45 4.64 0.00 120.92 0.00 0.00 0.00 7.95

200.00 7.55 1.86 0.45 4.64 0.00 120.83 0.00 0.00 0.00 7.96

222.53 7.54 1.85 0.45 4.73 0.00 121.00 0.00 0.00 0.00 7.96

221.07 7.49 1.86 0.45 4.70 0.00 120.71 0.00 0.00 0.00 7.96

219.62 7.44 1.86 0.45 4.68 0.00 120.43 0.00 0.00 0.00 7.96

218.17 7.41 1.87 0.45 4.66 0.00 120.16 0.00 0.00 0.00 7.97

216.73 7.38 1.88 0.45 4.63 0.00 119.91 0.00 0.00 0.00 7.97

215.30 7.37 1.89 0.45 4.61 0.00 119.66 0.00 0.00 0.00 7.98

214.66 7.36 1.90 0.46 4.60 0.00 119.52 0.00 0.00 0.00 7.97

214.02 7.37 1.90 0.46 4.59 0.00 119.37 0.00 0.00 0.00 7.97

213.39 7.38 1.91 0.46 4.57 0.00 119.23 0.00 0.00 0.00 7.96

212.76 7.40 1.91 0.46 4.56 0.00 119.09 0.00 0.00 0.00 7.96

212.13 7.42 1.92 0.46 4.55 0.00 118.96 0.00 0.00 0.00 7.96

211.51 7.45 1.92 0.46 4.54 0.00 118.83 0.00 0.00 0.00 7.96

210.89 7.49 1.93 0.46 4.53 0.00 118.71 0.00 0.00 0.00 7.96

210.28 7.52 1.93 0.46 4.52 0.00 118.59 0.00 0.00 0.00 7.96

209.66 7.56 1.94 0.46 4.50 0.00 118.47 0.00 0.00 0.00 7.96

209.06 7.61 1.94 0.47 4.49 0.00 118.35 0.00 0.00 0.00 7.97

209.22 7.64 1.95 0.47 4.52 0.00 118.22 0.00 0.00 0.00 7.96

208.61 7.68 1.95 0.47 4.51 0.00 118.11 0.00 0.00 0.00 7.97

208.01 7.72 1.96 0.47 4.50 0.00 118.00 0.00 0.00 0.00 7.97

207.41 7.75 1.97 0.47 4.49 0.00 117.90 0.00 0.00 0.00 7.97

206.81 7.78 1.97 0.47 4.48 0.00 117.80 0.00 0.00 0.00 7.97

206.22 7.80 1.98 0.47 4.47 0.00 117.70 0.00 0.00 0.00 7.98

205.63 7.81 1.98 0.47 4.45 0.00 117.60 0.00 0.00 0.00 7.98

205.04 7.81 1.99 0.48 4.44 0.00 117.51 0.00 0.00 0.00 7.98

204.45 7.81 2.00 0.48 4.43 0.00 117.42 0.00 0.00 0.00 7.99

203.86 7.80 2.00 0.48 4.42 0.00 117.33 0.00 0.00 0.00 7.99

203.86 7.80 2.00 0.48 4.42 0.00 117.33 0.00 0.00 0.00 7.99Q2kBixbyWLA-8OMax- Winter 5MGD

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Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Bot Algae QNb QPb TOC TN TP TKN TSS CBODu NH3

Min Min Min Min Min Min Min Min Min Min

0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 6.18

0.00 NaN NaN 3.43 1275.18 189.38 777.63 20.87 9.23 6.31

0.00 NaN NaN 3.41 1270.13 188.77 775.11 20.83 9.17 6.43

0.00 NaN NaN 3.39 1264.88 188.15 772.47 20.79 9.11 6.54

0.00 NaN NaN 3.37 1259.46 187.54 769.72 20.75 9.06 6.64

0.00 NaN NaN 3.34 1251.72 186.69 766.19 20.69 8.99 6.79

0.00 NaN NaN 3.34 1256.10 185.64 771.94 20.65 8.97 7.22

0.00 NaN NaN 3.31 1248.11 184.81 768.15 20.60 8.90 7.36

0.00 NaN NaN 3.28 1240.16 183.98 764.36 20.54 8.83 7.50

0.00 NaN NaN 3.27 1233.12 183.25 761.65 20.50 8.78 7.72

0.00 NaN NaN 3.24 1226.25 182.52 757.77 20.45 8.72 7.82

0.00 NaN NaN 3.22 1217.71 181.62 754.39 20.40 8.66 8.11

0.00 NaN NaN 3.20 1209.31 180.73 751.03 20.35 8.61 8.39

0.00 NaN NaN 3.18 1201.05 179.84 747.70 20.31 8.55 8.68

0.00 NaN NaN 3.16 1192.91 178.96 744.40 20.26 8.50 8.97

0.00 NaN NaN 3.14 1185.42 178.14 741.18 20.22 8.46 9.23

0.00 NaN NaN 3.13 1178.03 177.33 737.97 20.18 8.41 9.51

0.00 NaN NaN 3.11 1171.54 176.57 733.41 20.14 8.35 9.64

0.00 NaN NaN 3.08 1165.13 175.83 728.86 20.11 8.30 9.82

0.00 NaN NaN 3.07 1157.46 174.96 725.53 20.07 8.26 10.26

0.00 NaN NaN 3.06 1149.95 174.10 722.25 20.03 8.22 10.64

0.00 NaN NaN 3.20 1336.31 179.89 889.36 20.07 8.60 20.99

0.00 NaN NaN 3.18 1327.61 178.92 881.94 20.03 8.56 21.48

0.00 NaN NaN 3.16 1319.05 177.96 874.63 19.98 8.51 21.89

0.00 NaN NaN 3.14 1310.63 177.00 867.45 19.94 8.46 22.20

0.00 NaN NaN 3.12 1302.34 176.05 860.40 19.89 8.41 22.44

0.00 NaN NaN 3.11 1295.60 175.28 853.55 19.84 8.35 22.34

0.00 NaN NaN 3.09 1288.88 174.51 846.84 19.80 8.30 22.23

0.00 NaN NaN 3.06 1280.55 173.74 839.88 19.75 8.24 22.09

0.00 NaN NaN 3.21 1387.80 177.28 933.27 19.81 8.65 27.90

0.00 NaN NaN 3.18 1378.65 176.52 919.87 19.75 8.55 26.95

0.00 NaN NaN 3.15 1369.66 175.76 907.03 19.70 8.46 26.09

0.00 NaN NaN 3.09 1358.75 174.80 887.74 19.64 8.33 24.49

0.00 NaN NaN 3.03 1351.23 174.09 865.66 19.58 8.16 22.03

0.00 NaN NaN 3.03 1351.21 174.08 865.59 19.58 8.16 22.02

0.00 NaN NaN 3.11 1434.12 177.22 940.19 19.58 8.37 30.77

0.00 NaN NaN 3.10 1432.98 176.33 939.38 19.54 8.34 31.38

0.00 NaN NaN 3.08 1424.05 175.55 932.28 19.50 8.29 31.58

0.00 NaN NaN 3.07 1416.91 174.92 926.36 19.46 8.26 31.72

0.00 NaN NaN 3.06 1414.12 174.67 924.10 19.45 8.24 31.75

0.00 NaN NaN 4.34 2699.25 221.70 2047.53 20.03 11.66 73.20

0.00 NaN NaN 4.30 2680.70 220.67 2012.59 19.98 11.55 72.54

0.00 NaN NaN 4.25 2661.62 219.64 1978.03 19.94 11.44 71.76

0.00 NaN NaN 4.21 2642.19 218.61 1942.93 19.90 11.33 70.91

0.00 NaN NaN 4.19 2633.07 218.14 1926.69 19.88 11.26 71.08

0.00 NaN NaN 4.16 2623.89 217.67 1910.61 19.85 11.20 71.19

0.00 NaN NaN 4.15 2616.42 217.28 1898.48 19.84 11.16 71.28

0.00 NaN NaN 4.33 2691.44 225.33 1947.33 19.94 11.66 67.83

0.00 NaN NaN 4.30 2679.45 224.69 1921.69 19.91 11.57 66.67

0.00 NaN NaN 4.27 2667.47 224.06 1896.75 19.88 11.48 65.61

0.00 NaN NaN 4.23 2644.90 222.87 1868.11 19.83 11.37 66.22

0.00 NaN NaN 4.20 2635.54 222.37 1849.86 19.81 11.31 64.82

0.00 NaN NaN 4.16 2615.89 221.32 1819.02 19.76 11.20 64.01

0.00 NaN NaN 4.12 2596.43 220.27 1789.42 19.72 11.09 63.29

0.00 NaN NaN 4.14 2656.22 215.63 1804.17 19.35 11.13 56.85

0.00 NaN NaN 4.10 2682.90 213.70 1813.42 19.27 11.04 56.99

0.00 NaN NaN 4.12 2716.55 214.61 1831.21 19.24 11.07 57.81

0.00 NaN NaN 4.13 2719.96 213.77 1831.78 19.25 11.10 57.38

0.00 NaN NaN 4.10 2710.54 213.28 1816.24 19.23 11.04 57.29

0.00 NaN NaN 4.14 2749.08 214.06 1844.34 19.34 11.14 59.38

0.00 NaN NaN 4.35 2861.45 218.05 1936.76 19.41 11.69 62.11

0.00 NaN NaN 4.32 2847.49 217.30 1915.88 19.38 11.61 62.75

0.00 NaN NaN 4.29 2833.58 216.57 1895.44 19.35 11.53 63.26

0.00 NaN NaN 4.25 2816.72 215.67 1871.19 19.32 11.44 63.72

0.00 NaN NaN 4.22 2799.93 214.78 1847.56 19.28 11.36 64.01

0.00 NaN NaN 4.15 2782.70 213.79 1793.34 19.24 11.16 53.97

0.00 NaN NaN 4.32 2970.05 233.03 1855.86 19.66 11.61 48.41

0.00 NaN NaN 4.24 2949.63 231.93 1799.42 19.60 11.40 41.82

0.00 NaN NaN 4.65 3295.53 249.11 2146.52 19.81 12.51 51.47

0.00 NaN NaN 4.62 3285.80 248.36 2124.96 19.78 12.42 53.25

0.00 NaN NaN 4.58 3275.81 247.61 2103.68 19.75 12.33 54.82

0.00 NaN NaN 4.55 3265.31 246.86 2082.70 19.72 12.24 56.20

0.00 NaN NaN 4.52 3253.82 246.11 2062.12 19.69 12.16 57.54

0.00 NaN NaN 4.49 3241.10 245.37 2039.53 19.66 12.08 58.68

0.00 NaN NaN 4.46 3227.48 244.62 2012.97 19.63 11.99 59.65

0.00 NaN NaN 4.42 3213.28 243.88 1985.96 19.60 11.90 60.44

0.00 NaN NaN 4.40 3204.49 243.44 1969.63 19.58 11.84 60.86

0.00 NaN NaN 4.57 3358.70 265.46 2112.06 19.65 12.29 66.30

0.00 NaN NaN 4.50 3331.42 263.92 2061.75 19.59 12.12 65.25

0.00 NaN NaN 4.44 3304.20 262.39 2013.43 19.54 11.95 64.22

0.00 NaN NaN 4.38 3277.24 260.87 1967.26 19.48 11.79 63.23

0.00 NaN NaN 4.33 3250.60 259.36 1923.19 19.42 11.63 62.31

0.00 NaN NaN 4.27 3224.27 257.85 1881.13 19.37 11.49 61.47

0.00 NaN NaN 4.24 3212.35 257.17 1856.42 19.34 11.41 60.30

0.00 NaN NaN 4.21 3200.48 256.49 1832.31 19.31 11.33 59.25

0.00 NaN NaN 4.18 3188.66 255.81 1808.80 19.29 11.25 58.31

0.00 NaN NaN 4.15 3176.90 255.13 1785.89 19.26 11.17 57.45

0.00 NaN NaN 4.13 3165.20 254.46 1763.60 19.24 11.10 56.66

0.00 NaN NaN 4.10 3153.56 253.78 1741.86 19.22 11.03 55.93

0.00 NaN NaN 4.07 3141.99 253.11 1720.72 19.20 10.96 55.26

0.00 NaN NaN 4.05 3130.50 252.44 1700.15 19.17 10.89 54.63

0.00 NaN NaN 4.03 3119.09 251.78 1680.14 19.15 10.83 54.03

0.00 NaN NaN 4.00 3107.77 251.11 1660.67 19.13 10.77 53.47

0.00 NaN NaN 4.01 3116.61 251.18 1659.99 19.18 10.79 53.29

0.00 NaN NaN 3.99 3105.42 250.51 1641.23 19.16 10.73 52.77

0.00 NaN NaN 3.97 3094.33 249.85 1622.96 19.14 10.67 52.26

0.00 NaN NaN 3.94 3083.34 249.19 1605.16 19.11 10.61 51.77

0.00 NaN NaN 3.92 3072.44 248.53 1587.81 19.09 10.55 51.30

0.00 NaN NaN 3.90 3061.65 247.88 1570.91 19.07 10.49 50.83

0.00 NaN NaN 3.88 3050.96 247.23 1554.43 19.04 10.43 50.38

0.00 NaN NaN 3.86 3040.38 246.58 1538.35 19.02 10.38 49.95

0.00 NaN NaN 3.84 3029.90 245.93 1522.67 19.00 10.32 49.52

0.00 NaN NaN 3.81 3019.47 245.28 1507.36 18.97 10.26 49.11

0.00 NaN NaN 3.81 3019.47 245.28 1507.36 18.97 10.26 49.11Q2kBixbyWLA-8OMax- Winter 5MGD

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Tributary Reach Downstream Downstream Hydraulics Reaeration Reaeration formulas Water

No. Label Label Distance Q, m3/s E', m3/s H, m Btop, m Ac, m^2 U, mps trav time, d Slope ka,20, /d water/wind Drop (m)

0 Mainstem headwater (Keyst 867.43 79.00 39.50 1.04 257.07 268.44 0.29 0.00 0.000360

0 Mainstem headwater (Keyst 866.63 79.00 39.50 1.04 257.07 268.44 0.29 0.03 0.000400 2.00 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.82 79.00 39.50 1.04 257.07 268.44 0.29 0.06 0.000400 2.00 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.02 79.00 39.50 1.04 257.07 268.44 0.29 0.09 0.000400 2.00 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 864.22 79.00 39.50 1.04 257.07 268.44 0.29 0.13 0.000400 2.00 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 863.41 79.00 39.50 0.67 408.95 273.37 0.29 0.16 0.000400 3.87 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 862.61 79.04 39.52 0.67 409.00 273.45 0.29 0.19 0.000400 3.86 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.80 79.04 39.52 0.67 409.00 273.45 0.29 0.22 0.000400 3.86 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.00 79.04 43.91 0.67 409.00 273.45 0.29 0.26 0.000400 3.86 O'Conn/No wind 0.00

0 L8- Lower Dam-8 pool to D 860.35 79.04 31.61 0.57 447.84 256.00 0.31 0.28 0.000400 5.05 O'Conn/No wind 0.00

0 D8- Dam #8 to downstream 859.39 79.04 43.11 0.68 319.53 217.03 0.36 0.31 0.000400 4.24 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 858.58 79.04 39.52 0.57 447.84 256.00 0.31 0.34 0.000400 5.05 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 857.78 79.04 39.52 0.57 447.84 256.00 0.31 0.37 0.000400 5.05 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.97 79.04 39.52 0.57 447.84 256.00 0.31 0.40 0.000400 5.05 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.17 79.04 39.52 0.57 447.84 256.00 0.31 0.43 0.000400 5.05 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 855.36 79.04 39.52 0.59 680.99 400.38 0.20 0.48 0.000400 3.87 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 854.56 79.04 41.60 0.59 680.99 400.38 0.20 0.53 0.000400 3.87 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.84 79.04 39.52 0.87 825.64 717.04 0.11 0.60 0.000400 1.61 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.11 79.04 35.57 0.87 825.64 717.04 0.11 0.68 0.000400 1.61 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 852.23 79.04 39.52 0.61 377.94 231.58 0.34 0.71 0.000400 4.79 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 851.34 79.04 37.80 0.61 377.94 231.58 0.34 0.74 0.000400 4.79 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 850.38 79.28 39.64 0.61 378.18 232.07 0.34 0.77 0.000400 4.78 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 849.41 79.28 39.64 0.61 378.18 232.07 0.34 0.80 0.000400 4.78 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 848.44 79.28 39.64 0.61 378.18 232.07 0.34 0.84 0.000400 4.78 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 847.48 79.28 39.64 0.61 378.18 232.07 0.34 0.87 0.000400 4.78 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 846.51 79.28 43.24 0.61 378.18 232.07 0.34 0.90 0.000400 4.78 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 845.71 79.28 39.64 0.67 409.38 273.98 0.29 0.93 0.000400 3.86 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.90 79.28 39.64 0.67 409.38 273.98 0.29 0.97 0.000400 3.86 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.10 79.28 39.64 0.67 409.38 273.98 0.29 1.00 0.000400 3.86 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 843.29 79.43 39.72 0.67 409.62 274.33 0.29 1.03 0.000400 3.86 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 842.49 79.43 39.72 1.15 422.81 486.95 0.16 1.09 0.000400 1.28 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 841.68 79.43 36.11 1.15 422.81 486.95 0.16 1.14 0.000400 1.28 O'Conn/No wind 0.00

0 MZ- Middle of Zink Lake p 840.72 79.43 47.66 0.99 259.57 257.38 0.31 1.18 0.000400 2.21 O'Conn/No wind 0.00

0 LZ- Lower Zink Lake pool 840.08 79.43 78.76 1.68 282.92 475.34 0.17 1.22 0.000400 0.74 O'Conn/No wind 0.00

0 ZD-Zinc Dam 840.07 79.43 0.00 2.45 100.00 245.35 0.32 1.22 0.000400 0.58 O'Conn/No wind 2.09

0 ZD- Zink Dam and Sinclair 839.59 79.57 29.63 0.36 489.27 175.45 0.45 1.24 0.000400 12.32 O'Conn/No wind 0.00

0 T6- Top of Dam-6 pool and 838.79 79.59 39.79 0.60 386.15 232.93 0.34 1.26 0.000400 4.90 O'Conn/No wind 0.00

0 T6- Top of Dam-6 pool and 837.98 79.59 39.79 0.60 386.15 232.93 0.34 1.29 0.000400 4.90 O'Conn/No wind 0.00

0 M6- Middle of Dam-6 pool 837.18 79.59 56.85 0.54 343.30 185.45 0.43 1.31 0.000400 6.48 O'Conn/No wind 0.00

0 L6- Lower Dam-6 pool 836.86 79.59 22.74 0.53 377.79 200.16 0.40 1.32 0.000400 6.43 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 836.05 81.43 40.71 0.60 428.66 255.72 0.32 1.35 0.000400 4.81 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 835.25 81.43 40.71 0.60 428.66 255.72 0.32 1.38 0.000400 4.81 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 834.44 81.43 40.71 0.60 428.66 255.72 0.32 1.41 0.000400 4.81 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 833.64 81.43 45.24 0.60 428.66 255.72 0.32 1.44 0.000400 4.81 O'Conn/No wind 0.00

0 M5- Middle of Dam-5 pool 832.99 81.43 40.71 0.48 333.09 158.26 0.51 1.45 0.000400 8.61 O'Conn/No wind 0.00

0 M5- Middle of Dam-5 pool 832.35 81.43 46.53 0.48 333.09 158.26 0.51 1.47 0.000400 8.61 O'Conn/No wind 0.00

0 L5- Lower Dam-5 pool 831.87 81.43 48.86 0.66 242.80 159.89 0.51 1.48 0.000400 5.25 O'Conn/No wind 0.00

0 D5- Dam #5 and Sapulpa WW 831.55 81.76 20.44 0.56 230.78 130.27 0.63 1.49 0.000400 7.34 O'Conn/No wind 0.00

0 T4- Top of Dam-4 pool 830.58 81.76 40.88 0.68 233.84 158.69 0.52 1.51 0.000400 5.05 O'Conn/No wind 0.00

0 T4- Top of Dam-4 pool 829.61 81.76 40.88 0.68 233.84 158.69 0.52 1.53 0.000400 5.05 O'Conn/No wind 0.00

0 M4- Middle of Dam-4 pool 828.65 81.76 54.51 0.49 551.46 270.65 0.30 1.57 0.000400 6.28 O'Conn/No wind 0.00

0 L4- Lower Dam-4 pool 828.17 81.76 29.43 0.68 321.51 218.73 0.37 1.58 0.000400 4.28 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 827.31 81.76 40.88 0.61 388.69 238.10 0.34 1.61 0.000400 4.80 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 826.45 81.76 40.88 0.61 388.69 238.10 0.34 1.64 0.000400 4.80 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 825.59 82.30 40.52 0.61 389.40 239.14 0.34 1.67 0.000400 4.79 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 824.71 82.41 41.20 0.66 598.64 398.03 0.21 1.72 0.000400 3.30 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 823.82 82.50 53.38 0.67 599.00 398.48 0.21 1.77 0.000400 3.30 O'Conn/No wind 0.00

0 L3- Lower Dam-3 pool 823.34 82.57 35.39 0.67 252.65 168.10 0.49 1.78 0.000400 5.08 O'Conn/No wind 0.00

0 D3- Dam #3 and downstream 822.69 82.57 34.77 0.67 252.65 168.10 0.49 1.79 0.000400 5.08 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 821.81 82.63 41.32 0.69 285.64 197.34 0.42 1.82 0.000400 4.43 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.92 82.83 41.41 0.69 285.85 197.72 0.42 1.84 0.000400 4.42 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.04 82.83 41.41 0.69 285.85 197.72 0.42 1.87 0.000400 4.42 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 819.15 82.83 37.31 0.69 285.85 197.72 0.42 1.89 0.000400 4.42 O'Conn/No wind 0.00

0 R1- Bixby N to Mid Pool 818.07 82.83 41.42 0.69 285.85 197.72 0.42 1.92 0.000400 4.42 O'Conn/No wind 0.00

0 L2- Mid pool to Dam2 816.99 82.83 42.80 0.69 285.85 197.72 0.42 1.95 0.000400 4.42 O'Conn/No wind 0.00

0 D2- Dam2 to Bixby South w 815.98 82.83 40.71 1.41 304.70 430.46 0.19 2.01 0.000400 1.03 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 814.94 83.05 41.52 1.41 304.85 431.04 0.19 2.07 0.000400 1.03 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 813.89 83.05 43.86 1.41 304.85 431.04 0.19 2.14 0.000400 1.03 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.96 83.75 41.87 0.71 223.34 159.51 0.53 2.16 0.000400 4.72 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.03 83.75 41.87 0.71 223.34 159.51 0.53 2.18 0.000400 4.72 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 811.09 83.75 41.87 0.71 223.34 159.51 0.53 2.20 0.000400 4.72 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 810.16 83.75 41.95 0.71 223.34 159.51 0.53 2.22 0.000400 4.72 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 809.23 83.75 41.87 0.71 223.34 159.51 0.53 2.24 0.000400 4.72 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 808.30 83.75 41.87 0.71 223.34 159.51 0.53 2.26 0.000400 4.72 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 807.37 83.75 41.87 0.71 223.34 159.51 0.53 2.28 0.000400 4.72 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 806.44 83.75 52.27 0.71 223.34 159.51 0.53 2.30 0.000400 4.72 O'Conn/No wind 0.00

0 X1- Dam1 to Broken Arrow 805.88 83.75 26.50 0.71 223.34 159.51 0.53 2.31 0.000400 4.72 O'Conn/No wind 0.00

0 D1- BA WWTP 1/4 way to Co 804.67 84.10 46.17 0.72 223.53 159.94 0.53 2.34 0.000400 4.71 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 803.68 84.10 42.05 0.66 482.90 317.61 0.26 2.38 0.000400 3.79 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 802.68 84.10 42.05 0.66 482.90 317.61 0.26 2.43 0.000400 3.79 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 801.69 84.10 42.05 0.66 482.90 317.61 0.26 2.47 0.000400 3.79 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 800.69 84.10 42.05 0.66 482.90 317.61 0.26 2.51 0.000400 3.79 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 799.70 84.10 42.05 0.66 482.90 317.61 0.26 2.56 0.000400 3.79 O'Conn/No wind 0.00

0 BF- Further d/s towards C 798.71 84.10 42.05 0.88 141.54 124.44 0.68 2.57 0.000400 3.92 O'Conn/No wind 0.00

0 BF- Further d/s towards C 797.71 84.10 42.05 0.88 141.54 124.44 0.68 2.59 0.000400 3.92 O'Conn/No wind 0.00

0 BF- Further d/s towards C 796.72 84.10 42.05 0.88 141.54 124.44 0.68 2.61 0.000400 3.92 O'Conn/No wind 0.00

0 BF- Further d/s towards C 795.72 84.10 42.05 0.88 141.54 124.44 0.68 2.63 0.000400 3.92 O'Conn/No wind 0.00

0 BF- Further d/s towards C 794.73 84.10 42.01 0.88 141.54 124.44 0.68 2.64 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 793.73 84.10 42.05 0.88 141.54 124.44 0.68 2.66 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 792.74 84.10 42.05 0.88 141.54 124.44 0.68 2.68 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 791.74 84.10 42.05 0.88 141.54 124.44 0.68 2.69 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 790.75 84.10 42.05 0.88 141.54 124.44 0.68 2.71 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 789.75 84.10 41.97 0.88 141.54 124.44 0.68 2.73 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 788.75 84.13 42.07 0.88 141.54 124.46 0.68 2.74 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 787.75 84.13 42.07 0.88 141.54 124.46 0.68 2.76 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 786.75 84.13 42.07 0.88 141.54 124.46 0.68 2.78 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 785.75 84.13 42.07 0.88 141.54 124.46 0.68 2.80 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 784.75 84.13 42.07 0.88 141.54 124.46 0.68 2.81 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 783.75 84.13 42.07 0.88 141.54 124.46 0.68 2.83 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 782.75 84.13 42.07 0.88 141.54 124.46 0.68 2.85 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 781.75 84.13 42.07 0.88 141.54 124.46 0.68 2.86 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 780.75 84.13 42.07 0.88 141.54 124.46 0.68 2.88 0.000400 3.92 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 779.75 84.13 42.07 0.88 141.54 124.46 0.68 2.90 0.000400 3.92 O'Conn/No wind 0.00

Q2kBixbyWLA-8OMax- Spring 5MGD

Page 267: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Tributary

No. Reach Label x(km) cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L) CBODf (mgO2/L) No(ugN/L) NH4(ugN/L) NO3(ugN/L)

0 Mainstem headwa 867.43 1157.00 16.00 6.60 2.00 2.00 630.00 150.00 500.00

0 Mainstem headwa 867.03 1157.00 15.99 6.64 1.97 1.99 627.06 150.30 499.48

0 Mainstem headwa 866.23 1157.00 15.98 6.67 1.95 1.98 624.13 150.59 498.98

0 Mainstem headwa 865.42 1157.00 15.97 6.70 1.92 1.97 621.20 150.87 498.49

0 Mainstem headwa 864.62 1157.00 15.96 6.73 1.89 1.97 618.28 151.15 498.01

0 M8- Middle of D 863.81 1157.00 15.95 6.83 1.86 1.96 615.21 151.34 495.95

0 M8- Middle of D 863.01 1156.52 15.93 6.92 1.84 1.96 612.72 154.41 494.99

0 M8- Middle of D 862.20 1156.52 15.91 6.99 1.82 1.95 609.66 154.53 493.01

0 M8- Middle of D 861.40 1156.52 15.90 7.06 1.79 1.94 606.59 154.64 491.04

0 L8- Lower Dam-8 860.68 1156.52 15.89 7.13 1.77 1.93 604.26 154.69 489.02

0 D8- Dam #8 to d 859.87 1156.52 15.87 7.18 1.75 1.93 601.35 154.77 487.24

0 T7- Top of Dam- 858.99 1156.52 15.85 7.24 1.72 1.92 598.44 154.80 484.74

0 T7- Top of Dam- 858.18 1156.52 15.84 7.29 1.70 1.91 595.53 154.82 482.26

0 T7- Top of Dam- 857.38 1156.52 15.82 7.34 1.68 1.90 592.62 154.82 479.80

0 T7- Top of Dam- 856.57 1156.52 15.80 7.37 1.65 1.89 589.72 154.81 477.36

0 M7- Middle of D 855.77 1156.52 15.78 7.39 1.62 1.88 585.19 154.78 473.79

0 M7- Middle of D 854.96 1156.52 15.75 7.40 1.58 1.87 580.68 154.71 470.25

0 L7- Lower Dam-7 854.20 1156.52 15.73 7.32 1.53 1.85 573.64 154.73 468.38

0 L7- Lower Dam-7 853.47 1156.52 15.70 7.26 1.47 1.83 566.66 154.68 466.53

0 D7- Dam #7 to S 852.67 1156.52 15.68 7.29 1.45 1.82 563.85 154.58 464.50

0 D7- Dam #7 to S 851.78 1156.52 15.67 7.32 1.43 1.81 561.05 154.47 462.49

0 SS- S-Springs M 850.86 1153.00 15.65 7.33 1.45 1.89 562.35 213.55 468.97

0 SS- S-Springs M 849.89 1153.00 15.63 7.35 1.43 1.88 559.29 212.31 467.72

0 SS- S-Springs M 848.93 1153.00 15.62 7.37 1.41 1.87 556.24 211.07 466.47

0 SS- S-Springs M 847.96 1153.00 15.60 7.38 1.39 1.86 553.20 209.84 465.21

0 SS- S-Springs M 847.00 1153.00 15.58 7.39 1.36 1.85 550.16 208.61 463.93

0 CH- Channel u/s 846.11 1153.00 15.57 7.39 1.34 1.84 547.20 207.44 463.07

0 CH- Channel u/s 845.31 1153.00 15.55 7.38 1.32 1.83 544.25 206.26 462.20

0 CH- Channel u/s 844.50 1153.00 15.54 7.38 1.30 1.82 541.31 205.10 461.31

0 CH- Channel u/s 843.70 1150.75 15.53 7.36 1.32 1.91 541.21 239.17 465.93

0 SR- Sun Refiner 842.89 1150.75 15.52 7.29 1.29 1.89 536.17 236.26 468.56

0 SR- Sun Refiner 842.09 1150.75 15.50 7.22 1.25 1.88 531.16 233.40 471.08

0 MZ- Middle of Z 841.20 1150.75 15.49 7.20 1.23 1.87 527.98 231.56 472.15

0 LZ- Lower Zink 840.40 1150.75 15.48 7.13 1.21 1.85 524.17 229.46 475.16

0 ZD-Zinc Dam 840.07 1150.75 15.48 7.13 1.21 1.85 524.15 229.46 475.18

0 ZD- Zink Dam an 839.83 1148.80 15.47 7.60 1.22 1.89 525.50 255.57 477.88

0 T6- Top of Dam- 839.19 1148.55 15.45 7.57 1.21 1.89 523.37 255.76 477.89

0 T6- Top of Dam- 838.39 1148.55 15.44 7.55 1.19 1.88 520.92 253.81 477.31

0 M6- Middle of D 837.58 1148.55 15.42 7.54 1.18 1.87 518.96 252.24 476.43

0 L6- Lower Dam-6 837.02 1148.55 15.42 7.54 1.18 1.87 518.12 251.56 476.01

0 D6- Dam #6 and 836.45 1122.59 15.39 7.37 1.47 2.65 548.83 660.31 538.28

0 D6- Dam #6 and 835.65 1122.59 15.38 7.34 1.45 2.64 546.06 651.18 543.33

0 D6- Dam #6 and 834.85 1122.59 15.36 7.31 1.43 2.62 543.30 642.18 548.19

0 D6- Dam #6 and 834.04 1122.59 15.35 7.28 1.41 2.60 540.55 633.32 552.86

0 M5- Middle of D 833.32 1122.59 15.34 7.29 1.40 2.59 539.16 628.82 554.42

0 M5- Middle of D 832.67 1122.59 15.33 7.30 1.39 2.57 537.77 624.35 555.94

0 L5- Lower Dam-5 832.11 1122.59 15.32 7.30 1.38 2.56 536.75 621.12 557.81

0 D5- Dam #5 and 831.71 1117.95 15.32 7.28 1.42 2.68 542.23 637.91 568.78

0 T4- Top of Dam- 831.06 1117.95 15.31 7.26 1.41 2.66 540.20 631.41 572.61

0 T4- Top of Dam- 830.10 1117.95 15.30 7.25 1.39 2.65 538.17 624.99 576.35

0 M4- Middle of D 829.13 1117.95 15.28 7.25 1.37 2.63 534.64 613.81 579.93

0 L4- Lower Dam-4 828.41 1117.95 15.27 7.24 1.36 2.62 533.25 609.51 582.37

0 D4- Dam #4 and 827.74 1117.95 15.26 7.23 1.34 2.60 530.55 601.21 586.34

0 D4- Dam #4 and 826.88 1117.95 15.24 7.21 1.32 2.58 527.85 593.03 590.14

0 D4- Dam #4 and 826.02 1110.68 15.13 7.17 1.33 2.64 534.70 596.61 609.49

0 M3- Middle of D 825.15 1109.21 15.09 7.11 1.30 2.62 532.02 598.49 619.65

0 M3- Middle of D 824.26 1108.02 15.07 7.06 1.29 2.63 528.98 603.71 629.18

0 L3- Lower Dam-3 823.58 1107.06 15.06 7.06 1.28 2.63 527.46 606.45 630.25

0 D3- Dam #3 and 823.02 1107.06 15.06 7.07 1.28 2.62 526.05 602.11 632.37

0 US - Top Dam2 p 822.25 1106.21 15.07 7.07 1.27 2.63 524.92 613.61 637.89

0 US - Top Dam2 p 821.37 1103.56 15.06 7.05 1.32 2.77 526.19 649.38 647.69

0 US - Top Dam2 p 820.48 1103.56 15.05 7.05 1.30 2.76 523.93 641.79 651.69

0 US - Top Dam2 p 819.60 1103.56 15.04 7.05 1.29 2.74 521.69 634.30 655.57

0 R1- Bixby N to 818.61 1103.56 15.03 7.05 1.27 2.72 518.95 625.32 660.11

0 L2- Mid pool to 817.53 1103.56 15.02 7.05 1.25 2.70 516.23 616.48 664.47

0 D2- Dam2 to Bix 816.49 1103.56 15.00 6.90 1.21 2.66 510.93 599.98 678.97

0 T1- Bixby south 815.46 1101.75 15.07 6.74 1.24 2.71 507.93 629.70 729.59

0 T1- Bixby south 814.42 1101.75 15.06 6.61 1.20 2.67 502.53 612.19 744.26

0 M1- Haikey Ck t 813.43 1096.03 15.05 6.61 1.30 2.94 504.03 755.94 747.91

0 M1- Haikey Ck t 812.49 1096.03 15.04 6.64 1.29 2.92 502.21 748.02 753.49

0 M1- Haikey Ck t 811.56 1096.03 15.03 6.68 1.27 2.90 500.40 740.21 758.98

0 M1- Haikey Ck t 810.63 1096.03 15.02 6.71 1.26 2.88 498.59 732.50 764.37

0 L1- Mid Dam1 Po 809.70 1096.03 15.01 6.74 1.25 2.87 496.79 724.92 769.65

0 L1- Mid Dam1 Po 808.77 1096.03 15.00 6.77 1.24 2.85 495.00 717.45 774.84

0 L1- Mid Dam1 Po 807.84 1096.03 15.00 6.79 1.22 2.84 493.22 710.07 779.94

0 L1- Mid Dam1 Po 806.91 1096.03 14.99 6.82 1.21 2.82 491.43 702.78 784.96

0 X1- Dam1 to Bro 806.16 1096.03 14.98 6.83 1.20 2.81 490.36 698.43 787.95

0 D1- BA WWTP 1/4 805.28 1093.40 14.97 6.83 1.24 2.93 489.55 763.06 794.08

0 BA- Downstream 804.17 1093.40 14.95 6.82 1.22 2.90 485.79 746.07 804.96

0 BA- Downstream 803.18 1093.40 14.93 6.82 1.19 2.86 482.05 729.54 815.38

0 BA- Downstream 802.19 1093.40 14.91 6.83 1.17 2.83 478.33 713.46 825.37

0 BA- Downstream 801.19 1093.40 14.89 6.83 1.14 2.80 474.63 697.82 834.94

0 BA- Downstream 800.20 1093.40 14.87 6.84 1.12 2.76 470.95 682.59 844.10

0 BF- Further d/s 799.20 1093.40 14.87 6.84 1.11 2.75 469.53 676.82 848.41

0 BF- Further d/s 798.21 1093.40 14.86 6.85 1.10 2.74 468.12 671.11 852.67

0 BF- Further d/s 797.22 1093.40 14.86 6.86 1.09 2.73 466.72 665.46 856.86

0 BF- Further d/s 796.22 1093.40 14.85 6.86 1.08 2.72 465.31 659.87 860.99

0 BF- Further d/s 795.23 1093.40 14.84 6.87 1.07 2.71 463.91 654.33 865.07

0 CO- Downstream 794.23 1093.40 14.84 6.87 1.06 2.69 462.52 648.84 869.09

0 CO- Downstream 793.24 1093.40 14.83 6.88 1.05 2.68 461.12 643.41 873.06

0 CO- Downstream 792.24 1093.40 14.83 6.89 1.04 2.67 459.73 638.03 876.96

0 CO- Downstream 791.24 1093.40 14.82 6.89 1.03 2.66 458.34 632.70 880.80

0 CO- Downstream 790.25 1093.40 14.82 6.90 1.03 2.65 456.96 627.42 884.59

0 CO- Downstream 789.25 1092.96 14.82 6.90 1.02 2.65 456.19 629.30 889.24

0 CO- Downstream 788.25 1092.96 14.82 6.90 1.01 2.64 454.81 624.03 892.98

0 CO- Downstream 787.25 1092.96 14.81 6.91 1.00 2.63 453.43 618.82 896.67

0 CO- Downstream 786.25 1092.96 14.80 6.91 1.00 2.62 452.06 613.65 900.30

0 CO- Downstream 785.25 1092.96 14.80 6.92 0.99 2.61 450.69 608.53 903.87

0 CO- Downstream 784.25 1092.96 14.79 6.92 0.98 2.60 449.32 603.46 907.38

0 CO- Downstream 783.25 1092.96 14.79 6.93 0.97 2.58 447.96 598.45 910.83

0 CO- Downstream 782.25 1092.96 14.78 6.93 0.96 2.57 446.60 593.47 914.23

0 CO- Downstream 781.25 1092.96 14.78 6.93 0.95 2.56 445.25 588.55 917.57

0 CO- Downstream 780.25 1092.96 14.77 6.94 0.95 2.55 443.90 583.67 920.86

0 Terminus 779.75 1092.96 14.77 6.94 0.95 2.55 443.90 583.67 920.86

Q2kBixbyWLA-8OMax- Spring 5MGD

Page 268: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

ConstituentConstituentConstituent

Po (ugP/L) Inorg P (ugP/L) Phyto (ugA/L) INp(ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk i ii iii

50.00 140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00

49.93 139.77 9.09 0.10 0.04 3.99 0.00 129.99 0.00 0.00 0.00

49.87 139.54 9.08 0.19 0.06 3.98 0.00 129.99 0.00 0.00 0.00

49.80 139.32 9.07 0.26 0.09 3.97 0.00 129.98 0.00 0.00 0.00

49.73 139.11 9.07 0.33 0.11 3.97 0.00 129.97 0.00 0.00 0.00

49.66 138.74 9.08 0.40 0.12 3.96 0.00 129.96 0.00 0.00 0.00

49.57 138.32 9.09 0.46 0.14 3.95 0.00 129.94 0.00 0.00 0.00

49.50 137.96 9.11 0.51 0.15 3.94 0.00 129.93 0.00 0.00 0.00

49.43 137.60 9.13 0.56 0.17 3.93 0.00 129.92 0.00 0.00 0.00

49.38 137.28 9.15 0.60 0.18 3.92 0.00 129.92 0.00 0.00 0.00

49.31 136.94 9.16 0.64 0.19 3.92 0.00 129.91 0.00 0.00 0.00

49.25 136.54 9.18 0.69 0.20 3.91 0.00 129.90 0.00 0.00 0.00

49.18 136.15 9.20 0.73 0.21 3.90 0.00 129.89 0.00 0.00 0.00

49.11 135.75 9.22 0.76 0.22 3.89 0.00 129.88 0.00 0.00 0.00

49.04 135.36 9.24 0.80 0.23 3.88 0.00 129.87 0.00 0.00 0.00

48.94 134.77 9.26 0.86 0.24 3.86 0.00 129.86 0.00 0.00 0.00

48.83 134.18 9.27 0.91 0.25 3.85 0.00 129.85 0.00 0.00 0.00

48.67 133.59 9.25 0.98 0.27 3.83 0.00 129.82 0.00 0.00 0.00

48.50 133.01 9.22 1.05 0.29 3.81 0.00 129.80 0.00 0.00 0.00

48.43 132.66 9.22 1.08 0.29 3.80 0.00 129.79 0.00 0.00 0.00

48.36 132.32 9.22 1.10 0.30 3.79 0.00 129.78 0.00 0.00 0.00

48.14 134.57 9.19 1.12 0.30 3.81 0.00 129.67 0.00 0.00 0.00

48.07 134.18 9.18 1.15 0.31 3.80 0.00 129.66 0.00 0.00 0.00

48.00 133.80 9.18 1.17 0.31 3.79 0.00 129.64 0.00 0.00 0.00

47.92 133.42 9.18 1.20 0.32 3.78 0.00 129.62 0.00 0.00 0.00

47.85 133.04 9.18 1.22 0.33 3.77 0.00 129.60 0.00 0.00 0.00

47.78 132.70 9.19 1.24 0.33 3.76 0.00 129.59 0.00 0.00 0.00

47.71 132.37 9.19 1.27 0.34 3.76 0.00 129.57 0.00 0.00 0.00

47.64 132.03 9.19 1.29 0.34 3.75 0.00 129.55 0.00 0.00 0.00

47.47 133.39 9.18 1.30 0.34 3.77 0.00 129.47 0.00 0.00 0.00

47.34 133.09 9.15 1.34 0.35 3.75 0.00 129.44 0.00 0.00 0.00

47.22 132.80 9.11 1.37 0.36 3.74 0.00 129.40 0.00 0.00 0.00

47.14 132.57 9.10 1.39 0.36 3.73 0.00 129.38 0.00 0.00 0.00

47.04 132.44 9.05 1.41 0.37 3.72 0.00 129.35 0.00 0.00 0.00

47.04 132.44 9.05 1.41 0.37 3.72 0.00 129.35 0.00 0.00 0.00

46.93 133.65 9.04 1.42 0.37 3.73 0.00 129.29 0.00 0.00 0.00

46.86 133.30 9.04 1.43 0.37 3.72 0.00 129.26 0.00 0.00 0.00

46.80 132.97 9.05 1.44 0.37 3.71 0.00 129.24 0.00 0.00 0.00

46.75 132.68 9.06 1.45 0.38 3.70 0.00 129.23 0.00 0.00 0.00

46.73 132.55 9.07 1.46 0.38 3.70 0.00 129.22 0.00 0.00 0.00

45.61 151.75 8.87 1.44 0.37 3.95 0.00 128.49 0.00 0.00 0.00

45.55 151.34 8.89 1.46 0.38 3.94 0.00 128.42 0.00 0.00 0.00

45.48 150.94 8.90 1.47 0.38 3.93 0.00 128.36 0.00 0.00 0.00

45.42 150.53 8.91 1.48 0.38 3.92 0.00 128.29 0.00 0.00 0.00

45.39 150.27 8.92 1.49 0.38 3.91 0.00 128.26 0.00 0.00 0.00

45.36 150.01 8.93 1.50 0.38 3.91 0.00 128.23 0.00 0.00 0.00

45.33 149.88 8.94 1.50 0.38 3.90 0.00 128.20 0.00 0.00 0.00

45.13 153.31 8.90 1.50 0.38 3.95 0.00 128.07 0.00 0.00 0.00

45.08 153.04 8.91 1.51 0.39 3.94 0.00 128.02 0.00 0.00 0.00

45.04 152.78 8.92 1.52 0.39 3.93 0.00 127.97 0.00 0.00 0.00

44.96 152.14 8.94 1.53 0.39 3.92 0.00 127.89 0.00 0.00 0.00

44.92 151.96 8.95 1.54 0.39 3.92 0.00 127.86 0.00 0.00 0.00

44.86 151.57 8.96 1.55 0.39 3.91 0.00 127.80 0.00 0.00 0.00

44.80 151.18 8.97 1.56 0.40 3.90 0.00 127.74 0.00 0.00 0.00

44.44 149.81 8.92 1.57 0.40 3.86 0.00 127.50 0.00 0.00 0.00

44.28 149.02 8.91 1.58 0.40 3.85 0.00 127.35 0.00 0.00 0.00

44.12 149.33 8.91 1.60 0.40 3.84 0.00 127.22 0.00 0.00 0.00

44.06 149.06 8.90 1.60 0.40 3.85 0.00 127.17 0.00 0.00 0.00

44.03 148.88 8.91 1.61 0.41 3.84 0.00 127.13 0.00 0.00 0.00

43.94 149.25 8.90 1.62 0.41 3.87 0.00 127.06 0.00 0.00 0.00

43.79 151.01 8.88 1.62 0.41 3.89 0.00 126.94 0.00 0.00 0.00

43.73 150.72 8.88 1.63 0.41 3.89 0.00 126.88 0.00 0.00 0.00

43.68 150.44 8.88 1.64 0.41 3.88 0.00 126.82 0.00 0.00 0.00

43.62 150.09 8.88 1.65 0.41 3.87 0.00 126.76 0.00 0.00 0.00

43.55 149.75 8.88 1.66 0.41 3.86 0.00 126.69 0.00 0.00 0.00

43.43 149.47 8.81 1.67 0.42 3.84 0.00 126.56 0.00 0.00 0.00

44.23 156.42 8.75 1.69 0.42 3.93 0.00 126.42 0.00 0.00 0.00

44.10 156.12 8.68 1.70 0.42 3.91 0.00 126.28 0.00 0.00 0.00

44.52 162.94 8.69 1.70 0.42 4.00 0.00 126.42 0.00 0.00 0.00

44.47 162.69 8.69 1.70 0.42 3.99 0.00 126.37 0.00 0.00 0.00

44.43 162.44 8.69 1.71 0.42 3.99 0.00 126.31 0.00 0.00 0.00

44.38 162.19 8.69 1.71 0.42 3.98 0.00 126.26 0.00 0.00 0.00

44.34 161.94 8.69 1.72 0.43 3.97 0.00 126.20 0.00 0.00 0.00

44.30 161.70 8.69 1.72 0.43 3.97 0.00 126.15 0.00 0.00 0.00

44.25 161.45 8.70 1.73 0.43 3.96 0.00 126.09 0.00 0.00 0.00

44.21 161.21 8.70 1.73 0.43 3.95 0.00 126.04 0.00 0.00 0.00

44.18 161.06 8.70 1.74 0.43 3.95 0.00 126.01 0.00 0.00 0.00

43.94 170.47 8.72 1.73 0.43 3.98 0.00 126.07 0.00 0.00 0.00

43.84 169.86 8.73 1.74 0.43 3.97 0.00 125.95 0.00 0.00 0.00

43.75 169.25 8.75 1.75 0.43 3.96 0.00 125.83 0.00 0.00 0.00

43.66 168.64 8.78 1.76 0.43 3.94 0.00 125.71 0.00 0.00 0.00

43.56 168.04 8.80 1.77 0.44 3.93 0.00 125.60 0.00 0.00 0.00

43.47 167.44 8.82 1.78 0.44 3.91 0.00 125.49 0.00 0.00 0.00

43.43 167.27 8.82 1.79 0.44 3.91 0.00 125.45 0.00 0.00 0.00

43.40 167.11 8.82 1.79 0.44 3.90 0.00 125.40 0.00 0.00 0.00

43.36 166.94 8.82 1.80 0.44 3.90 0.00 125.36 0.00 0.00 0.00

43.32 166.78 8.82 1.80 0.44 3.89 0.00 125.32 0.00 0.00 0.00

43.29 166.61 8.82 1.80 0.44 3.88 0.00 125.28 0.00 0.00 0.00

43.25 166.44 8.82 1.81 0.44 3.88 0.00 125.23 0.00 0.00 0.00

43.21 166.28 8.82 1.81 0.44 3.87 0.00 125.19 0.00 0.00 0.00

43.18 166.11 8.82 1.81 0.44 3.87 0.00 125.15 0.00 0.00 0.00

43.14 165.94 8.81 1.82 0.44 3.86 0.00 125.11 0.00 0.00 0.00

43.10 165.78 8.81 1.82 0.45 3.86 0.00 125.07 0.00 0.00 0.00

43.05 165.94 8.80 1.82 0.45 3.87 0.00 125.02 0.00 0.00 0.00

43.01 165.78 8.80 1.83 0.45 3.86 0.00 124.98 0.00 0.00 0.00

42.98 165.61 8.80 1.83 0.45 3.86 0.00 124.94 0.00 0.00 0.00

42.94 165.44 8.79 1.83 0.45 3.85 0.00 124.90 0.00 0.00 0.00

42.90 165.28 8.79 1.83 0.45 3.85 0.00 124.86 0.00 0.00 0.00

42.87 165.11 8.78 1.84 0.45 3.84 0.00 124.82 0.00 0.00 0.00

42.83 164.95 8.78 1.84 0.45 3.84 0.00 124.79 0.00 0.00 0.00

42.79 164.78 8.77 1.84 0.45 3.83 0.00 124.75 0.00 0.00 0.00

42.76 164.62 8.77 1.85 0.45 3.83 0.00 124.71 0.00 0.00 0.00

42.72 164.45 8.76 1.85 0.45 3.82 0.00 124.67 0.00 0.00 0.00

42.72 164.45 8.76 1.85 0.45 3.82 0.00 124.67 0.00 0.00 0.00

Q2kBixbyWLA-8OMax- Spring 5MGD

Page 269: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent Bot Algae QNb QPb TSS

pH (mgA/m2) (ugN/mgA) (ugP/mgA) TOC TN TP TKN (mgD/L) CBODu NH3 DO sat

8.10 0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 9.99 8.07

8.10 0.00 NaN NaN 3.43 1276.95 189.74 777.46 20.89 9.24 10.02 8.07

8.10 0.00 NaN NaN 3.42 1273.89 189.47 774.91 20.87 9.19 10.05 8.06

8.10 0.00 NaN NaN 3.40 1270.83 189.21 772.34 20.85 9.15 10.09 8.05

8.10 0.00 NaN NaN 3.38 1267.76 188.94 769.75 20.83 9.10 10.13 8.05

8.10 0.00 NaN NaN 3.37 1262.90 188.52 766.96 20.81 9.06 10.38 8.04

8.11 0.00 NaN NaN 3.36 1262.58 188.03 767.59 20.79 9.03 10.80 8.03

8.12 0.00 NaN NaN 3.34 1257.71 187.61 764.70 20.77 8.99 11.05 8.02

8.13 0.00 NaN NaN 3.33 1252.83 187.19 761.80 20.74 8.95 11.28 8.01

8.13 0.00 NaN NaN 3.31 1248.57 186.83 759.55 20.73 8.91 11.55 8.01

8.14 0.00 NaN NaN 3.30 1244.00 186.44 756.76 20.70 8.87 11.80 8.00

8.15 0.00 NaN NaN 3.28 1238.67 185.99 753.92 20.68 8.83 12.11 7.99

8.16 0.00 NaN NaN 3.27 1233.34 185.53 751.07 20.66 8.79 12.41 7.98

8.17 0.00 NaN NaN 3.25 1228.01 185.08 748.21 20.63 8.75 12.69 7.97

8.18 0.00 NaN NaN 3.24 1222.69 184.63 745.33 20.61 8.71 12.96 7.96

8.18 0.00 NaN NaN 3.22 1214.61 183.95 740.82 20.57 8.65 13.20 7.95

8.19 0.00 NaN NaN 3.19 1206.55 183.27 736.30 20.53 8.59 13.41 7.94

8.18 0.00 NaN NaN 3.16 1197.73 182.53 729.35 20.48 8.49 13.20 7.92

8.17 0.00 NaN NaN 3.12 1188.92 181.79 722.39 20.43 8.39 12.99 7.91

8.18 0.00 NaN NaN 3.10 1184.01 181.38 719.51 20.40 8.35 13.22 7.90

8.18 0.00 NaN NaN 3.09 1179.11 180.98 716.62 20.38 8.31 13.44 7.90

8.18 0.00 NaN NaN 3.13 1245.99 183.01 777.03 20.38 8.43 18.51 7.89

8.19 0.00 NaN NaN 3.12 1240.48 182.56 772.75 20.36 8.39 18.69 7.88

8.19 0.00 NaN NaN 3.10 1234.96 182.11 768.49 20.33 8.34 18.86 7.87

8.20 0.00 NaN NaN 3.09 1229.44 181.66 764.24 20.30 8.30 19.02 7.87

8.20 0.00 NaN NaN 3.07 1223.93 181.21 760.00 20.28 8.26 19.18 7.86

8.20 0.00 NaN NaN 3.06 1218.96 180.81 755.88 20.25 8.22 19.20 7.85

8.21 0.00 NaN NaN 3.04 1213.98 180.41 751.78 20.23 8.18 19.23 7.85

8.21 0.00 NaN NaN 3.03 1209.01 180.01 747.70 20.20 8.14 19.25 7.84

8.20 0.00 NaN NaN 3.08 1247.61 181.20 781.69 20.22 8.28 22.30 7.84

8.19 0.00 NaN NaN 3.05 1242.33 180.79 773.77 20.18 8.21 21.52 7.83

8.18 0.00 NaN NaN 3.02 1237.01 180.37 765.93 20.15 8.13 20.80 7.83

8.18 0.00 NaN NaN 3.01 1233.09 180.07 760.94 20.13 8.09 20.54 7.83

8.17 0.00 NaN NaN 2.98 1230.21 179.85 755.04 20.10 8.03 19.83 7.82

8.17 0.00 NaN NaN 2.98 1230.20 179.85 755.02 20.10 8.03 19.83 7.82

8.24 0.00 NaN NaN 3.01 1260.37 180.95 782.49 20.10 8.10 26.07 7.82

8.25 0.00 NaN NaN 3.00 1258.45 180.53 780.56 20.07 8.07 26.21 7.82

8.25 0.00 NaN NaN 2.99 1253.49 180.15 776.18 20.05 8.04 26.17 7.81

8.25 0.00 NaN NaN 2.98 1249.09 179.81 772.66 20.03 8.01 26.28 7.81

8.25 0.00 NaN NaN 2.97 1247.15 179.66 771.14 20.03 8.00 26.33 7.81

8.18 0.00 NaN NaN 3.47 1748.87 197.73 1210.58 20.23 9.32 59.53 7.81

8.18 0.00 NaN NaN 3.45 1742.02 197.26 1198.70 20.20 9.27 58.52 7.80

8.18 0.00 NaN NaN 3.43 1735.14 196.80 1186.95 20.18 9.23 57.57 7.80

8.17 0.00 NaN NaN 3.41 1728.21 196.33 1175.35 20.16 9.18 56.67 7.80

8.18 0.00 NaN NaN 3.40 1723.89 196.04 1169.47 20.14 9.15 56.85 7.80

8.18 0.00 NaN NaN 3.39 1719.56 195.75 1163.62 20.13 9.12 57.01 7.79

8.18 0.00 NaN NaN 3.38 1717.19 195.60 1159.37 20.12 9.10 56.67 7.79

8.17 0.00 NaN NaN 3.46 1750.41 198.82 1181.64 20.16 9.31 56.86 7.79

8.17 0.00 NaN NaN 3.45 1745.73 198.51 1173.12 20.14 9.27 56.26 7.79

8.17 0.00 NaN NaN 3.43 1741.03 198.21 1164.68 20.13 9.23 55.69 7.79

8.17 0.00 NaN NaN 3.41 1729.92 197.48 1149.99 20.09 9.17 55.35 7.78

8.17 0.00 NaN NaN 3.40 1726.66 197.27 1144.30 20.08 9.15 54.81 7.78

8.17 0.00 NaN NaN 3.38 1719.64 196.82 1133.30 20.06 9.10 54.02 7.78

8.17 0.00 NaN NaN 3.37 1712.59 196.37 1122.45 20.03 9.06 53.26 7.78

8.15 0.00 NaN NaN 3.38 1742.36 194.65 1132.88 19.88 9.08 51.44 7.78

8.14 0.00 NaN NaN 3.35 1751.74 193.70 1132.09 19.83 9.02 50.36 7.77

8.13 0.00 NaN NaN 3.35 1763.46 193.86 1134.29 19.80 9.01 49.72 7.77

8.13 0.00 NaN NaN 3.35 1765.76 193.53 1135.51 19.80 9.02 49.81 7.77

8.13 0.00 NaN NaN 3.34 1762.14 193.32 1129.77 19.79 8.99 49.64 7.77

8.12 0.00 NaN NaN 3.35 1778.03 193.60 1140.14 19.83 9.02 50.39 7.76

8.12 0.00 NaN NaN 3.43 1824.87 195.20 1177.19 19.85 9.24 52.49 7.76

8.12 0.00 NaN NaN 3.42 1819.04 194.86 1167.35 19.83 9.20 51.89 7.76

8.12 0.00 NaN NaN 3.40 1813.19 194.53 1157.62 19.81 9.16 51.31 7.76

8.12 0.00 NaN NaN 3.39 1806.03 194.12 1145.92 19.79 9.11 50.64 7.75

8.12 0.00 NaN NaN 3.37 1798.84 193.72 1134.37 19.76 9.06 50.00 7.75

8.09 0.00 NaN NaN 3.33 1791.54 193.31 1112.58 19.73 8.96 45.77 7.75

8.05 0.00 NaN NaN 3.39 1868.90 201.08 1139.31 19.88 9.12 44.54 7.75

8.02 0.00 NaN NaN 3.35 1860.69 200.64 1116.43 19.84 9.02 40.84 7.74

8.01 0.00 NaN NaN 3.53 2009.58 207.88 1261.67 19.92 9.48 48.85 7.75

8.01 0.00 NaN NaN 3.51 2005.43 207.58 1251.94 19.90 9.44 48.78 7.74

8.02 0.00 NaN NaN 3.50 2001.29 207.29 1242.31 19.89 9.40 48.71 7.74

8.02 0.00 NaN NaN 3.48 1997.17 207.00 1232.80 19.87 9.36 48.64 7.74

8.03 0.00 NaN NaN 3.47 1993.08 206.71 1223.43 19.85 9.33 48.65 7.74

8.03 0.00 NaN NaN 3.45 1989.01 206.42 1214.17 19.84 9.29 48.66 7.74

8.04 0.00 NaN NaN 3.44 1984.95 206.13 1205.01 19.82 9.26 48.65 7.74

8.04 0.00 NaN NaN 3.43 1980.90 205.84 1195.95 19.81 9.22 48.64 7.74

8.04 0.00 NaN NaN 3.42 1978.47 205.67 1190.52 19.80 9.20 48.63 7.73

8.04 0.00 NaN NaN 3.49 2048.43 214.83 1254.35 19.83 9.40 52.82 7.73

8.04 0.00 NaN NaN 3.47 2038.56 214.13 1233.60 19.79 9.32 51.74 7.73

8.04 0.00 NaN NaN 3.44 2028.73 213.43 1213.35 19.76 9.25 50.75 7.73

8.04 0.00 NaN NaN 3.41 2018.92 212.74 1193.55 19.73 9.18 49.84 7.73

8.04 0.00 NaN NaN 3.39 2009.15 212.04 1174.22 19.70 9.11 48.99 7.73

8.04 0.00 NaN NaN 3.36 1999.42 211.35 1155.32 19.67 9.04 48.19 7.73

8.05 0.00 NaN NaN 3.35 1996.55 211.15 1148.14 19.66 9.01 47.92 7.73

8.05 0.00 NaN NaN 3.34 1993.69 210.94 1141.03 19.64 8.99 47.64 7.73

8.05 0.00 NaN NaN 3.33 1990.83 210.74 1133.97 19.63 8.96 47.37 7.73

8.05 0.00 NaN NaN 3.32 1987.97 210.54 1126.98 19.62 8.93 47.11 7.73

8.05 0.00 NaN NaN 3.31 1985.12 210.34 1120.05 19.61 8.91 46.85 7.73

8.05 0.00 NaN NaN 3.30 1982.26 210.13 1113.17 19.60 8.88 46.58 7.72

8.05 0.00 NaN NaN 3.29 1979.40 209.93 1106.34 19.59 8.85 46.33 7.72

8.05 0.00 NaN NaN 3.28 1976.53 209.73 1099.57 19.58 8.83 46.07 7.72

8.05 0.00 NaN NaN 3.27 1973.66 209.53 1092.86 19.57 8.80 45.82 7.72

8.06 0.00 NaN NaN 3.26 1970.79 209.33 1086.20 19.56 8.77 45.57 7.72

8.06 0.00 NaN NaN 3.27 1976.55 209.44 1087.31 19.57 8.78 45.72 7.72

8.06 0.00 NaN NaN 3.26 1973.65 209.24 1080.67 19.56 8.76 45.47 7.72

8.06 0.00 NaN NaN 3.25 1970.74 209.03 1074.07 19.55 8.73 45.22 7.72

8.06 0.00 NaN NaN 3.24 1967.84 208.83 1067.54 19.54 8.71 44.97 7.72

8.06 0.00 NaN NaN 3.23 1964.92 208.63 1061.05 19.53 8.68 44.73 7.72

8.06 0.00 NaN NaN 3.22 1962.00 208.43 1054.62 19.51 8.66 44.49 7.72

8.06 0.00 NaN NaN 3.21 1959.08 208.23 1048.25 19.50 8.63 44.25 7.72

8.07 0.00 NaN NaN 3.20 1956.15 208.03 1041.92 19.49 8.60 44.02 7.72

8.07 0.00 NaN NaN 3.19 1953.22 207.82 1035.65 19.48 8.58 43.79 7.72

8.07 0.00 NaN NaN 3.18 1950.28 207.62 1029.42 19.47 8.55 43.56 7.72

8.07 0.00 NaN NaN 3.18 1950.28 207.62 1029.42 19.47 8.55 43.56 7.72

Q2kBixbyWLA-8OMax- Spring 5MGD

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Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

pHsat

8.53

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Q2kBixbyWLA-8OMax- Spring 5MGD

Page 271: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Tributary Reach Distance cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L)CBODf (mgO2/L)No(ugN/L) NH4(ugN/L) NO3(ugN/L) Po (ugP/L)

No. Label x(km) Min Min Min Min Min Min Min Min Min

0 Mainstem headwa 867.43 1157.00 16.00 6.60 2.00 2.00 630.00 150.00 500.00 50.00

0 Mainstem headwa 867.03 1157.00 15.99 6.63 1.97 1.99 626.99 150.29 499.48 49.93

0 Mainstem headwa 866.23 1157.00 15.98 6.66 1.94 1.98 623.92 150.57 498.96 49.86

0 Mainstem headwa 865.42 1157.00 15.97 6.68 1.92 1.97 620.79 150.85 498.44 49.79

0 Mainstem headwa 864.62 1157.00 15.96 6.71 1.89 1.97 617.62 151.11 497.93 49.71

0 M8- Middle of D 863.81 1157.00 15.95 6.81 1.86 1.96 614.24 151.30 495.66 49.64

0 M8- Middle of D 863.01 1156.52 15.93 6.89 1.83 1.96 611.38 154.35 494.44 49.54

0 M8- Middle of D 862.20 1156.52 15.91 6.95 1.81 1.95 607.90 154.47 492.18 49.46

0 M8- Middle of D 861.40 1156.52 15.90 6.99 1.78 1.94 604.39 154.57 489.92 49.38

0 L8- Lower Dam-8 860.68 1156.52 15.89 7.03 1.75 1.93 601.73 154.61 487.57 49.32

0 D8- Dam #8 to d 859.87 1156.52 15.87 7.06 1.73 1.93 598.37 154.69 485.52 49.24

0 T7- Top of Dam- 858.99 1156.52 15.85 7.09 1.70 1.92 595.05 154.72 482.61 49.16

0 T7- Top of Dam- 858.18 1156.52 15.84 7.11 1.68 1.91 591.75 154.74 479.74 49.09

0 T7- Top of Dam- 857.38 1156.52 15.82 7.12 1.65 1.90 588.48 154.75 476.90 49.01

0 T7- Top of Dam- 856.57 1156.52 15.80 7.13 1.62 1.89 585.24 154.75 474.12 48.93

0 M7- Middle of D 855.77 1156.52 15.78 7.11 1.59 1.88 580.32 154.71 470.17 48.82

0 M7- Middle of D 854.96 1156.52 15.75 7.10 1.55 1.86 575.50 154.62 466.34 48.71

0 L7- Lower Dam-7 854.20 1156.52 15.73 7.03 1.50 1.84 568.23 154.60 464.74 48.53

0 L7- Lower Dam-7 853.47 1156.52 15.70 6.96 1.44 1.82 561.21 154.52 463.16 48.36

0 D7- Dam #7 to S 852.67 1156.52 15.68 7.01 1.42 1.82 558.35 154.40 461.10 48.29

0 D7- Dam #7 to S 851.78 1156.52 15.67 7.05 1.40 1.81 555.54 154.28 459.08 48.22

0 SS- S-Springs M 850.86 1153.00 15.65 7.07 1.42 1.88 556.90 213.31 465.62 48.00

0 SS- S-Springs M 849.89 1153.00 15.63 7.11 1.40 1.87 553.93 212.00 464.45 47.93

0 SS- S-Springs M 848.93 1153.00 15.62 7.14 1.38 1.86 551.02 210.70 463.29 47.86

0 SS- S-Springs M 847.96 1153.00 15.60 7.17 1.36 1.85 548.15 209.40 462.13 47.80

0 SS- S-Springs M 847.00 1153.00 15.58 7.20 1.34 1.84 545.33 208.10 460.99 47.73

0 CH- Channel u/s 846.11 1153.00 15.57 7.21 1.32 1.84 542.62 206.86 460.24 47.66

0 CH- Channel u/s 845.31 1153.00 15.55 7.22 1.30 1.83 539.94 205.64 459.48 47.60

0 CH- Channel u/s 844.50 1153.00 15.54 7.22 1.28 1.82 537.31 204.43 458.73 47.53

0 CH- Channel u/s 843.70 1150.75 15.53 7.22 1.31 1.91 537.55 238.43 463.44 47.38

0 SR- Sun Refiner 842.89 1150.75 15.52 7.14 1.27 1.89 533.18 235.39 465.97 47.27

0 SR- Sun Refiner 842.09 1150.75 15.50 7.06 1.24 1.88 528.86 232.42 468.39 47.16

0 MZ- Middle of Z 841.20 1150.75 15.49 7.05 1.22 1.87 526.08 230.53 469.43 47.09

0 LZ- Lower Zink 840.40 1150.75 15.48 6.97 1.20 1.85 522.75 228.38 472.29 47.00

0 ZD-Zinc Dam 840.07 1150.75 15.48 6.97 1.20 1.85 522.73 228.37 472.31 47.00

0 ZD- Zink Dam an 839.83 1148.80 15.47 7.45 1.22 1.89 524.19 254.45 475.15 46.90

0 T6- Top of Dam- 839.19 1148.55 15.45 7.41 1.20 1.89 522.28 254.60 475.26 46.83

0 T6- Top of Dam- 838.39 1148.55 15.44 7.39 1.19 1.88 519.95 252.65 474.77 46.77

0 M6- Middle of D 837.58 1148.55 15.42 7.38 1.18 1.87 517.94 251.09 473.94 46.72

0 L6- Lower Dam-6 837.02 1148.55 15.42 7.38 1.17 1.87 517.04 250.41 473.52 46.70

0 D6- Dam #6 and 836.45 1122.59 15.39 7.22 1.46 2.65 547.50 659.23 536.27 45.58

0 D6- Dam #6 and 835.65 1122.59 15.38 7.18 1.44 2.63 544.37 649.00 541.44 45.50

0 D6- Dam #6 and 834.85 1122.59 15.36 7.15 1.42 2.61 541.23 638.78 546.20 45.43

0 D6- Dam #6 and 834.04 1122.59 15.35 7.12 1.39 2.60 538.09 628.69 550.71 45.36

0 M5- Middle of D 833.32 1122.59 15.34 7.13 1.38 2.58 536.50 623.56 552.25 45.32

0 M5- Middle of D 832.67 1122.59 15.33 7.13 1.37 2.56 534.92 618.46 553.76 45.28

0 L5- Lower Dam-5 832.11 1122.59 15.32 7.12 1.36 2.56 533.75 614.78 555.57 45.26

0 D5- Dam #5 and 831.71 1117.95 15.32 7.10 1.41 2.67 539.17 631.33 566.52 45.05

0 T4- Top of Dam- 831.06 1117.95 15.31 7.07 1.39 2.66 536.86 623.95 570.20 45.00

0 T4- Top of Dam- 830.10 1117.95 15.30 7.04 1.37 2.64 534.57 616.69 573.77 44.95

0 M4- Middle of D 829.13 1117.95 15.28 7.01 1.35 2.62 530.68 604.27 577.35 44.86

0 L4- Lower Dam-4 828.41 1117.95 15.27 6.99 1.34 2.61 529.14 599.48 579.71 44.82

0 D4- Dam #4 and 827.74 1117.95 15.26 6.96 1.32 2.59 526.20 590.39 583.55 44.75

0 D4- Dam #4 and 826.88 1117.95 15.24 6.93 1.30 2.57 523.31 581.54 587.23 44.68

0 D4- Dam #4 and 826.02 1110.68 15.13 6.88 1.31 2.63 530.02 584.63 606.46 44.33

0 M3- Middle of D 825.15 1109.21 15.09 6.82 1.28 2.61 527.20 585.95 616.20 44.16

0 M3- Middle of D 824.26 1108.02 15.07 6.76 1.26 2.61 524.09 590.84 625.21 44.00

0 L3- Lower Dam-3 823.58 1107.06 15.06 6.77 1.26 2.62 522.54 593.47 626.17 43.94

0 D3- Dam #3 and 823.02 1107.06 15.06 6.78 1.25 2.61 521.10 589.02 628.12 43.90

0 US - Top Dam2 p 822.25 1106.21 15.07 6.78 1.25 2.62 519.95 600.40 633.33 43.82

0 US - Top Dam2 p 821.37 1103.56 15.06 6.77 1.29 2.76 521.23 636.10 642.78 43.66

0 US - Top Dam2 p 820.48 1103.56 15.05 6.77 1.28 2.75 518.98 628.47 646.45 43.61

0 US - Top Dam2 p 819.60 1103.56 15.04 6.77 1.26 2.73 516.76 621.01 650.04 43.56

0 R1- Bixby N to 818.61 1103.56 15.03 6.78 1.24 2.71 514.10 612.16 654.30 43.49

0 L2- Mid pool to 817.53 1103.56 15.02 6.78 1.23 2.69 511.48 603.54 658.45 43.43

0 D2- Dam2 to Bix 816.49 1103.56 15.00 6.63 1.19 2.65 506.46 587.70 671.98 43.31

0 T1- Bixby south 815.46 1101.75 15.07 6.48 1.22 2.70 503.77 618.11 721.90 44.12

0 T1- Bixby south 814.42 1101.75 15.06 6.35 1.18 2.66 498.68 601.31 736.30 44.00

0 M1- Haikey Ck t 813.43 1096.03 15.05 6.37 1.28 2.93 500.29 745.34 739.95 44.42

0 M1- Haikey Ck t 812.49 1096.03 15.04 6.42 1.27 2.91 498.57 737.65 745.58 44.38

0 M1- Haikey Ck t 811.56 1096.03 15.03 6.46 1.26 2.89 496.85 730.12 751.22 44.34

0 M1- Haikey Ck t 810.63 1096.03 15.02 6.51 1.25 2.87 495.16 722.74 756.85 44.30

0 L1- Mid Dam1 Po 809.70 1096.03 15.01 6.55 1.23 2.86 493.49 715.53 762.45 44.26

0 L1- Mid Dam1 Po 808.77 1096.03 15.00 6.60 1.22 2.84 491.83 708.47 768.02 44.22

0 L1- Mid Dam1 Po 807.84 1096.03 15.00 6.64 1.21 2.83 490.19 701.55 773.55 44.17

0 L1- Mid Dam1 Po 806.91 1096.03 14.99 6.68 1.20 2.81 488.56 694.77 779.02 44.13

0 X1- Dam1 to Bro 806.16 1096.03 14.98 6.70 1.19 2.80 487.58 690.73 782.30 44.11

0 D1- BA WWTP 1/4 805.28 1093.40 14.97 6.71 1.23 2.92 487.02 756.25 789.12 43.87

0 BA- Downstream 804.17 1093.40 14.95 6.74 1.21 2.89 483.68 740.92 800.96 43.79

0 BA- Downstream 803.18 1093.40 14.93 6.76 1.19 2.86 480.28 726.26 812.23 43.70

0 BA- Downstream 802.19 1093.40 14.91 6.75 1.16 2.83 476.35 709.28 822.91 43.60

0 BA- Downstream 801.19 1093.40 14.89 6.72 1.13 2.79 472.14 691.25 832.99 43.49

0 BA- Downstream 800.20 1093.40 14.87 6.70 1.10 2.76 467.93 673.89 842.42 43.39

0 BF- Further d/s 799.20 1093.40 14.87 6.69 1.09 2.74 466.28 667.30 846.73 43.34

0 BF- Further d/s 798.21 1093.40 14.86 6.69 1.08 2.73 464.65 660.81 850.89 43.30

0 BF- Further d/s 797.22 1093.40 14.86 6.68 1.07 2.72 463.03 654.42 854.78 43.26

0 BF- Further d/s 796.22 1093.40 14.85 6.68 1.06 2.71 461.42 648.13 858.56 43.22

0 BF- Further d/s 795.23 1093.40 14.84 6.67 1.05 2.69 459.83 641.95 862.26 43.17

0 CO- Downstream 794.23 1093.40 14.84 6.67 1.04 2.68 458.26 635.86 865.89 43.13

0 CO- Downstream 793.24 1093.40 14.83 6.67 1.03 2.67 456.70 629.88 869.45 43.09

0 CO- Downstream 792.24 1093.40 14.83 6.67 1.02 2.66 455.15 624.00 872.93 43.05

0 CO- Downstream 791.24 1093.40 14.82 6.66 1.01 2.65 453.62 618.22 876.34 43.01

0 CO- Downstream 790.25 1093.40 14.82 6.66 1.00 2.64 452.11 612.54 879.68 42.97

0 CO- Downstream 789.25 1092.96 14.82 6.66 1.00 2.64 451.22 614.07 883.89 42.91

0 CO- Downstream 788.25 1092.96 14.82 6.66 0.99 2.63 449.73 608.48 887.22 42.87

0 CO- Downstream 787.25 1092.96 14.81 6.66 0.98 2.61 448.26 603.00 890.52 42.83

0 CO- Downstream 786.25 1092.96 14.80 6.66 0.97 2.60 446.80 597.61 893.78 42.79

0 CO- Downstream 785.25 1092.96 14.80 6.67 0.96 2.59 445.36 592.31 897.02 42.75

0 CO- Downstream 784.25 1092.96 14.79 6.67 0.96 2.58 443.93 587.10 900.22 42.72

0 CO- Downstream 783.25 1092.96 14.79 6.68 0.95 2.57 442.52 581.98 903.40 42.68

0 CO- Downstream 782.25 1092.96 14.78 6.68 0.94 2.56 441.12 576.94 906.56 42.64

0 CO- Downstream 781.25 1092.96 14.78 6.69 0.93 2.55 439.73 571.99 909.69 42.60

0 CO- Downstream 780.25 1092.96 14.77 6.69 0.92 2.54 438.36 567.12 912.81 42.57

0 Terminus 779.75 1092.96 14.77 6.69 0.92 2.54 438.36 567.12 912.81 42.57

Q2kBixbyWLA-8OMax- Spring 5MGD

Page 272: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Inorg P (ugP/L) Phyto (ug/L) INp (ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk Constituent i Constituent ii Constituent iii pH

Min Min Min Min Min Min Min Min Min Min Min

140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00 8.10

139.77 9.00 0.10 0.04 3.99 0.00 129.99 0.00 0.00 0.00 8.10

139.54 8.89 0.18 0.06 3.98 0.00 129.98 0.00 0.00 0.00 8.10

139.32 8.79 0.26 0.08 3.97 0.00 129.98 0.00 0.00 0.00 8.09

139.10 8.69 0.32 0.10 3.97 0.00 129.97 0.00 0.00 0.00 8.09

138.73 8.59 0.38 0.12 3.96 0.00 129.96 0.00 0.00 0.00 8.10

138.31 8.49 0.44 0.13 3.95 0.00 129.94 0.00 0.00 0.00 8.11

137.94 8.39 0.49 0.15 3.94 0.00 129.93 0.00 0.00 0.00 8.11

137.57 8.29 0.53 0.16 3.93 0.00 129.92 0.00 0.00 0.00 8.12

137.25 8.22 0.57 0.17 3.92 0.00 129.91 0.00 0.00 0.00 8.13

136.91 8.14 0.61 0.18 3.91 0.00 129.90 0.00 0.00 0.00 8.14

136.50 8.05 0.64 0.18 3.90 0.00 129.89 0.00 0.00 0.00 8.14

136.10 7.98 0.68 0.19 3.89 0.00 129.88 0.00 0.00 0.00 8.15

135.69 7.90 0.71 0.20 3.88 0.00 129.87 0.00 0.00 0.00 8.16

135.29 7.84 0.74 0.21 3.87 0.00 129.86 0.00 0.00 0.00 8.17

134.69 7.77 0.78 0.22 3.86 0.00 129.84 0.00 0.00 0.00 8.18

134.08 7.73 0.83 0.23 3.84 0.00 129.83 0.00 0.00 0.00 8.18

133.48 7.75 0.90 0.25 3.82 0.00 129.80 0.00 0.00 0.00 8.17

132.89 7.84 0.96 0.26 3.80 0.00 129.78 0.00 0.00 0.00 8.16

132.54 7.89 0.99 0.27 3.79 0.00 129.77 0.00 0.00 0.00 8.17

132.19 7.95 1.01 0.27 3.78 0.00 129.76 0.00 0.00 0.00 8.18

134.44 8.00 1.04 0.28 3.81 0.00 129.65 0.00 0.00 0.00 8.17

134.06 8.07 1.07 0.29 3.80 0.00 129.63 0.00 0.00 0.00 8.18

133.68 8.16 1.09 0.29 3.79 0.00 129.62 0.00 0.00 0.00 8.19

133.30 8.24 1.12 0.30 3.78 0.00 129.60 0.00 0.00 0.00 8.19

132.93 8.32 1.15 0.30 3.77 0.00 129.58 0.00 0.00 0.00 8.20

132.60 8.39 1.17 0.31 3.76 0.00 129.57 0.00 0.00 0.00 8.20

132.27 8.46 1.20 0.32 3.75 0.00 129.55 0.00 0.00 0.00 8.20

131.95 8.51 1.22 0.32 3.74 0.00 129.54 0.00 0.00 0.00 8.21

133.31 8.52 1.25 0.33 3.76 0.00 129.46 0.00 0.00 0.00 8.20

133.04 8.51 1.29 0.34 3.75 0.00 129.43 0.00 0.00 0.00 8.19

132.76 8.47 1.33 0.35 3.74 0.00 129.39 0.00 0.00 0.00 8.18

132.54 8.43 1.36 0.35 3.73 0.00 129.37 0.00 0.00 0.00 8.17

132.42 8.36 1.38 0.36 3.72 0.00 129.34 0.00 0.00 0.00 8.16

132.42 8.36 1.38 0.36 3.72 0.00 129.34 0.00 0.00 0.00 8.16

133.63 8.33 1.38 0.36 3.73 0.00 129.28 0.00 0.00 0.00 8.24

133.27 8.28 1.40 0.36 3.72 0.00 129.26 0.00 0.00 0.00 8.24

132.95 8.23 1.41 0.37 3.71 0.00 129.24 0.00 0.00 0.00 8.24

132.66 8.19 1.42 0.37 3.70 0.00 129.22 0.00 0.00 0.00 8.25

132.53 8.17 1.43 0.37 3.70 0.00 129.21 0.00 0.00 0.00 8.25

151.72 7.93 1.41 0.36 3.95 0.00 128.48 0.00 0.00 0.00 8.18

151.31 7.88 1.42 0.37 3.94 0.00 128.40 0.00 0.00 0.00 8.18

150.90 7.84 1.43 0.37 3.93 0.00 128.33 0.00 0.00 0.00 8.17

150.48 7.80 1.44 0.37 3.92 0.00 128.25 0.00 0.00 0.00 8.17

150.22 7.78 1.45 0.37 3.91 0.00 128.22 0.00 0.00 0.00 8.18

149.96 7.77 1.45 0.37 3.91 0.00 128.18 0.00 0.00 0.00 8.18

149.82 7.75 1.46 0.37 3.90 0.00 128.15 0.00 0.00 0.00 8.18

153.25 7.72 1.45 0.37 3.95 0.00 128.02 0.00 0.00 0.00 8.17

152.98 7.70 1.46 0.37 3.94 0.00 127.96 0.00 0.00 0.00 8.17

152.71 7.68 1.47 0.38 3.93 0.00 127.91 0.00 0.00 0.00 8.17

152.06 7.66 1.48 0.38 3.92 0.00 127.82 0.00 0.00 0.00 8.17

151.87 7.66 1.49 0.38 3.91 0.00 127.78 0.00 0.00 0.00 8.17

151.48 7.65 1.50 0.38 3.90 0.00 127.71 0.00 0.00 0.00 8.17

151.08 7.65 1.51 0.38 3.89 0.00 127.65 0.00 0.00 0.00 8.17

149.71 7.60 1.51 0.38 3.86 0.00 127.40 0.00 0.00 0.00 8.15

148.91 7.61 1.52 0.39 3.84 0.00 127.25 0.00 0.00 0.00 8.13

149.22 7.64 1.54 0.39 3.84 0.00 127.11 0.00 0.00 0.00 8.12

148.95 7.64 1.54 0.39 3.84 0.00 127.06 0.00 0.00 0.00 8.12

148.77 7.65 1.55 0.39 3.84 0.00 127.03 0.00 0.00 0.00 8.12

149.14 7.67 1.56 0.39 3.86 0.00 126.95 0.00 0.00 0.00 8.12

150.89 7.68 1.56 0.39 3.89 0.00 126.83 0.00 0.00 0.00 8.11

150.60 7.71 1.57 0.39 3.88 0.00 126.77 0.00 0.00 0.00 8.11

150.32 7.74 1.58 0.40 3.87 0.00 126.72 0.00 0.00 0.00 8.11

149.97 7.78 1.59 0.40 3.86 0.00 126.65 0.00 0.00 0.00 8.11

149.63 7.83 1.60 0.40 3.85 0.00 126.59 0.00 0.00 0.00 8.11

149.35 7.88 1.63 0.41 3.83 0.00 126.46 0.00 0.00 0.00 8.08

156.31 7.95 1.65 0.41 3.93 0.00 126.33 0.00 0.00 0.00 8.04

156.02 8.00 1.67 0.42 3.91 0.00 126.20 0.00 0.00 0.00 8.01

162.83 8.06 1.66 0.41 3.99 0.00 126.34 0.00 0.00 0.00 8.00

162.59 8.07 1.67 0.42 3.99 0.00 126.29 0.00 0.00 0.00 8.00

162.34 8.08 1.68 0.42 3.98 0.00 126.23 0.00 0.00 0.00 8.01

162.10 8.07 1.68 0.42 3.97 0.00 126.18 0.00 0.00 0.00 8.01

161.85 8.07 1.69 0.42 3.97 0.00 126.13 0.00 0.00 0.00 8.02

161.61 8.06 1.70 0.42 3.96 0.00 126.07 0.00 0.00 0.00 8.02

161.36 8.04 1.70 0.42 3.95 0.00 126.02 0.00 0.00 0.00 8.02

161.12 8.02 1.71 0.42 3.95 0.00 125.97 0.00 0.00 0.00 8.03

160.97 8.01 1.71 0.42 3.94 0.00 125.95 0.00 0.00 0.00 8.03

170.38 7.99 1.71 0.42 3.98 0.00 126.02 0.00 0.00 0.00 8.03

169.78 7.93 1.72 0.42 3.96 0.00 125.91 0.00 0.00 0.00 8.03

169.17 7.86 1.73 0.43 3.95 0.00 125.80 0.00 0.00 0.00 8.03

168.57 7.79 1.74 0.43 3.94 0.00 125.68 0.00 0.00 0.00 8.03

167.97 7.72 1.75 0.43 3.92 0.00 125.55 0.00 0.00 0.00 8.04

167.36 7.66 1.75 0.43 3.91 0.00 125.42 0.00 0.00 0.00 8.04

167.19 7.63 1.76 0.43 3.90 0.00 125.37 0.00 0.00 0.00 8.04

167.02 7.61 1.76 0.43 3.90 0.00 125.32 0.00 0.00 0.00 8.04

166.85 7.59 1.76 0.43 3.89 0.00 125.27 0.00 0.00 0.00 8.04

166.68 7.57 1.76 0.43 3.89 0.00 125.23 0.00 0.00 0.00 8.04

166.51 7.55 1.76 0.43 3.88 0.00 125.18 0.00 0.00 0.00 8.04

166.34 7.53 1.77 0.43 3.87 0.00 125.13 0.00 0.00 0.00 8.05

166.17 7.52 1.77 0.43 3.87 0.00 125.09 0.00 0.00 0.00 8.05

166.00 7.51 1.77 0.43 3.86 0.00 125.04 0.00 0.00 0.00 8.05

165.83 7.50 1.77 0.43 3.86 0.00 125.00 0.00 0.00 0.00 8.05

165.66 7.49 1.78 0.43 3.85 0.00 124.95 0.00 0.00 0.00 8.05

165.82 7.49 1.78 0.43 3.86 0.00 124.90 0.00 0.00 0.00 8.05

165.65 7.48 1.78 0.44 3.86 0.00 124.86 0.00 0.00 0.00 8.05

165.48 7.49 1.78 0.44 3.85 0.00 124.82 0.00 0.00 0.00 8.05

165.31 7.49 1.79 0.44 3.85 0.00 124.77 0.00 0.00 0.00 8.05

165.14 7.50 1.79 0.44 3.84 0.00 124.73 0.00 0.00 0.00 8.05

164.97 7.51 1.79 0.44 3.84 0.00 124.69 0.00 0.00 0.00 8.05

164.80 7.53 1.79 0.44 3.83 0.00 124.65 0.00 0.00 0.00 8.06

164.63 7.54 1.80 0.44 3.83 0.00 124.62 0.00 0.00 0.00 8.06

164.46 7.56 1.80 0.44 3.82 0.00 124.58 0.00 0.00 0.00 8.06

164.29 7.58 1.80 0.44 3.81 0.00 124.54 0.00 0.00 0.00 8.06

164.29 7.58 1.80 0.44 3.81 0.00 124.54 0.00 0.00 0.00 8.06

Q2kBixbyWLA-8OMax- Spring 5MGD

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Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Bot Algae QNb QPb TOC TN TP TKN TSS CBODu NH3

Min Min Min Min Min Min Min Min Min Min

0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 9.99

0.00 NaN NaN 3.43 1276.87 189.74 777.38 20.88 9.23 9.89

0.00 NaN NaN 3.41 1273.68 189.47 774.67 20.85 9.17 9.80

0.00 NaN NaN 3.39 1270.42 189.21 771.90 20.82 9.11 9.71

0.00 NaN NaN 3.37 1267.11 188.94 769.05 20.80 9.06 9.62

0.00 NaN NaN 3.34 1261.74 188.52 765.92 20.76 9.00 9.68

0.00 NaN NaN 3.33 1260.81 188.03 766.17 20.73 8.96 9.90

0.00 NaN NaN 3.31 1255.27 187.61 762.85 20.69 8.90 9.95

0.00 NaN NaN 3.29 1249.68 187.19 759.50 20.66 8.84 10.00

0.00 NaN NaN 3.27 1244.74 186.83 756.91 20.63 8.79 10.10

0.00 NaN NaN 3.25 1239.47 186.44 753.67 20.60 8.74 10.17

0.00 NaN NaN 3.23 1233.31 185.98 750.42 20.56 8.68 10.29

0.00 NaN NaN 3.21 1227.18 185.53 747.17 20.53 8.63 10.40

0.00 NaN NaN 3.19 1221.11 185.08 743.94 20.50 8.58 10.51

0.00 NaN NaN 3.17 1215.09 184.63 740.73 20.46 8.53 10.62

0.00 NaN NaN 3.14 1206.20 183.94 735.82 20.42 8.45 10.69

0.00 NaN NaN 3.12 1197.49 183.26 730.95 20.37 8.38 10.78

0.00 NaN NaN 3.08 1188.67 182.52 723.73 20.32 8.29 10.67

0.00 NaN NaN 3.05 1180.06 181.78 716.69 20.29 8.20 10.66

0.00 NaN NaN 3.04 1175.04 181.37 713.74 20.27 8.17 10.91

0.00 NaN NaN 3.02 1170.11 180.96 710.83 20.25 8.14 11.15

0.00 NaN NaN 3.07 1237.07 183.00 771.25 20.26 8.26 15.48

0.00 NaN NaN 3.06 1231.67 182.55 767.00 20.24 8.23 15.75

0.00 NaN NaN 3.05 1226.36 182.10 762.81 20.22 8.20 16.02

0.00 NaN NaN 3.04 1221.13 181.65 758.67 20.20 8.17 16.27

0.00 NaN NaN 3.02 1215.97 181.20 754.57 20.19 8.13 16.51

0.00 NaN NaN 3.01 1211.39 180.80 750.65 20.17 8.10 16.63

0.00 NaN NaN 3.00 1206.86 180.40 746.78 20.15 8.07 16.74

0.00 NaN NaN 2.99 1202.38 180.00 742.96 20.13 8.04 16.83

0.00 NaN NaN 3.04 1241.55 181.19 777.22 20.15 8.18 19.55

0.00 NaN NaN 3.02 1237.11 180.78 769.86 20.12 8.12 19.02

0.00 NaN NaN 2.99 1232.64 180.36 762.61 20.08 8.05 18.51

0.00 NaN NaN 2.98 1229.26 180.06 757.96 20.06 8.01 18.32

0.00 NaN NaN 2.95 1226.85 179.84 752.51 20.03 7.95 17.78

0.00 NaN NaN 2.95 1226.84 179.84 752.48 20.03 7.94 17.78

0.00 NaN NaN 2.98 1257.37 180.94 780.03 20.03 8.02 23.47

0.00 NaN NaN 2.97 1255.87 180.52 778.28 20.00 7.98 23.50

0.00 NaN NaN 2.95 1251.10 180.14 774.01 19.97 7.94 23.36

0.00 NaN NaN 2.94 1246.57 179.80 770.45 19.94 7.91 23.36

0.00 NaN NaN 2.94 1244.48 179.66 768.87 19.93 7.90 23.35

0.00 NaN NaN 3.42 1745.57 197.73 1208.13 20.13 9.21 52.48

0.00 NaN NaN 3.40 1737.85 197.26 1194.80 20.10 9.15 51.46

0.00 NaN NaN 3.38 1730.00 196.79 1181.44 20.07 9.10 50.50

0.00 NaN NaN 3.36 1722.08 196.33 1168.22 20.04 9.04 49.58

0.00 NaN NaN 3.35 1717.11 196.04 1161.51 20.03 9.01 49.63

0.00 NaN NaN 3.34 1712.13 195.75 1154.84 20.01 8.97 49.64

0.00 NaN NaN 3.33 1709.40 195.59 1149.99 20.00 8.95 49.31

0.00 NaN NaN 3.40 1742.43 198.81 1171.95 20.04 9.15 49.41

0.00 NaN NaN 3.39 1737.11 198.51 1162.27 20.02 9.11 48.84

0.00 NaN NaN 3.37 1731.79 198.20 1152.72 20.00 9.07 48.30

0.00 NaN NaN 3.35 1719.36 197.47 1136.43 19.96 9.00 47.72

0.00 NaN NaN 3.34 1715.73 197.26 1130.11 19.95 8.98 47.21

0.00 NaN NaN 3.32 1708.02 196.81 1118.09 19.92 8.92 46.40

0.00 NaN NaN 3.30 1700.36 196.36 1106.36 19.90 8.88 45.63

0.00 NaN NaN 3.31 1729.68 194.64 1116.16 19.74 8.90 43.93

0.00 NaN NaN 3.29 1738.62 193.68 1114.67 19.70 8.84 42.89

0.00 NaN NaN 3.28 1750.09 193.84 1116.47 19.67 8.83 42.28

0.00 NaN NaN 3.29 1752.28 193.51 1117.56 19.67 8.84 42.33

0.00 NaN NaN 3.28 1748.53 193.30 1111.67 19.66 8.81 42.18

0.00 NaN NaN 3.29 1764.33 193.58 1121.90 19.70 8.85 42.80

0.00 NaN NaN 3.37 1811.13 195.18 1158.88 19.72 9.06 44.59

0.00 NaN NaN 3.36 1805.28 194.85 1149.02 19.70 9.03 44.13

0.00 NaN NaN 3.34 1799.46 194.51 1139.35 19.69 8.99 43.70

0.00 NaN NaN 3.32 1792.42 194.11 1127.86 19.67 8.94 43.21

0.00 NaN NaN 3.31 1785.44 193.70 1116.63 19.65 8.90 42.76

0.00 NaN NaN 3.28 1778.94 193.30 1095.79 19.63 8.82 39.67

0.00 NaN NaN 3.34 1857.15 201.06 1123.52 19.79 9.00 39.18

0.00 NaN NaN 3.31 1849.76 200.63 1101.66 19.76 8.91 36.40

0.00 NaN NaN 3.49 1998.94 207.86 1247.30 19.85 9.38 43.76

0.00 NaN NaN 3.47 1995.03 207.57 1237.89 19.83 9.34 43.75

0.00 NaN NaN 3.46 1991.15 207.28 1228.65 19.82 9.30 43.71

0.00 NaN NaN 3.44 1987.32 206.98 1219.58 19.80 9.26 43.65

0.00 NaN NaN 3.43 1983.55 206.69 1210.71 19.79 9.23 43.64

0.00 NaN NaN 3.42 1979.82 206.40 1202.00 19.77 9.19 43.61

0.00 NaN NaN 3.40 1976.13 206.12 1193.44 19.75 9.15 43.57

0.00 NaN NaN 3.39 1972.49 205.83 1185.04 19.74 9.12 43.50

0.00 NaN NaN 3.38 1970.29 205.65 1180.03 19.73 9.10 43.46

0.00 NaN NaN 3.46 2040.88 214.82 1244.98 19.75 9.30 47.19

0.00 NaN NaN 3.43 2032.08 214.12 1226.32 19.71 9.22 45.99

0.00 NaN NaN 3.40 2022.76 213.42 1208.27 19.67 9.14 44.84

0.00 NaN NaN 3.37 2012.29 212.72 1187.36 19.63 9.06 43.76

0.00 NaN NaN 3.34 2001.27 212.03 1165.14 19.59 8.97 42.75

0.00 NaN NaN 3.30 1990.16 211.34 1143.57 19.55 8.89 41.80

0.00 NaN NaN 3.29 1986.85 211.14 1135.34 19.53 8.86 41.53

0.00 NaN NaN 3.28 1983.55 210.93 1127.21 19.52 8.83 41.27

0.00 NaN NaN 3.27 1980.27 210.73 1119.21 19.50 8.79 41.02

0.00 NaN NaN 3.26 1977.01 210.53 1111.32 19.49 8.76 40.78

0.00 NaN NaN 3.25 1973.76 210.33 1103.55 19.48 8.73 40.54

0.00 NaN NaN 3.24 1970.54 210.12 1095.88 19.47 8.70 40.31

0.00 NaN NaN 3.22 1967.33 209.92 1088.34 19.45 8.67 40.09

0.00 NaN NaN 3.21 1964.15 209.72 1080.92 19.44 8.65 39.87

0.00 NaN NaN 3.20 1960.99 209.52 1073.62 19.43 8.62 39.66

0.00 NaN NaN 3.19 1957.85 209.32 1066.43 19.42 8.59 39.46

0.00 NaN NaN 3.20 1963.36 209.43 1067.07 19.43 8.60 39.60

0.00 NaN NaN 3.19 1960.23 209.22 1060.00 19.42 8.57 39.40

0.00 NaN NaN 3.18 1957.13 209.02 1053.04 19.41 8.55 39.22

0.00 NaN NaN 3.17 1954.04 208.82 1046.20 19.40 8.52 39.04

0.00 NaN NaN 3.16 1950.96 208.62 1039.46 19.39 8.50 38.87

0.00 NaN NaN 3.15 1947.90 208.42 1032.82 19.38 8.47 38.70

0.00 NaN NaN 3.14 1944.86 208.21 1026.29 19.37 8.45 38.54

0.00 NaN NaN 3.13 1941.83 208.01 1019.85 19.36 8.43 38.38

0.00 NaN NaN 3.12 1938.82 207.81 1013.52 19.35 8.40 38.23

0.00 NaN NaN 3.12 1935.82 207.61 1007.28 19.34 8.38 38.09

0.00 NaN NaN 3.12 1935.82 207.61 1007.28 19.34 8.38 38.09

Q2kBixbyWLA-8OMax- Spring 5MGD

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Tributary Reach Downstream Downstream Hydraulics Reaeration Reaeration formulas Water

No. Label Label Distance Q, m3/s E', m3/s H, m Btop, m Ac, m^2 U, mps trav time, d Slope ka,20, /d water/wind Drop (m)

0 Mainstem headwater (Keyst 867.43 29.15 14.57 0.55 218.50 119.34 0.24 0.00 0.000360

0 Mainstem headwater (Keyst 866.63 29.15 14.57 0.55 218.50 119.34 0.24 0.04 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.82 29.15 14.57 0.55 218.50 119.34 0.24 0.08 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.02 29.15 14.57 0.55 218.50 119.34 0.24 0.11 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 864.22 29.15 14.57 0.55 218.50 119.34 0.24 0.15 0.000400 4.81 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 863.41 29.15 14.57 0.48 302.62 143.84 0.20 0.20 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 862.61 29.18 14.59 0.48 302.72 143.95 0.20 0.24 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.80 29.18 14.59 0.48 302.72 143.95 0.20 0.29 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.00 29.18 16.21 0.48 302.72 143.95 0.20 0.34 0.000400 5.40 O'Conn/No wind 0.00

0 L8- Lower Dam-8 pool to D 860.35 29.18 11.67 0.37 331.80 121.13 0.24 0.37 0.000400 8.74 O'Conn/No wind 0.00

0 D8- Dam #8 to downstream 859.39 29.18 15.92 0.56 224.56 126.60 0.23 0.42 0.000400 4.46 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 858.58 29.18 14.59 0.37 331.80 121.13 0.24 0.45 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 857.78 29.18 14.59 0.37 331.80 121.13 0.24 0.49 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.97 29.18 14.59 0.37 331.80 121.13 0.24 0.53 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.17 29.18 14.59 0.37 331.80 121.13 0.24 0.57 0.000400 8.74 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 855.36 29.18 14.59 0.39 310.26 121.24 0.24 0.61 0.000400 7.89 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 854.56 29.18 15.36 0.39 310.26 121.24 0.24 0.65 0.000400 7.89 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.84 29.18 14.59 0.68 321.05 217.13 0.13 0.71 0.000400 2.59 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.11 29.18 13.13 0.68 321.05 217.13 0.13 0.77 0.000400 2.59 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 852.23 29.18 14.59 0.38 306.59 115.29 0.25 0.81 0.000400 8.57 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 851.34 29.18 13.96 0.38 306.59 115.29 0.25 0.85 0.000400 8.57 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 850.38 29.42 14.71 0.38 307.12 115.96 0.25 0.90 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 849.41 29.42 14.71 0.38 307.12 115.96 0.25 0.94 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 848.44 29.42 14.71 0.38 307.12 115.96 0.25 0.99 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 847.48 29.42 14.71 0.38 307.12 115.96 0.25 1.03 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 846.51 29.42 16.05 0.38 307.12 115.96 0.25 1.07 0.000400 8.53 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 845.71 29.42 14.71 0.48 303.47 144.71 0.20 1.12 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.90 29.42 14.71 0.48 303.47 144.71 0.20 1.17 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.10 29.42 14.71 0.48 303.47 144.71 0.20 1.21 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 843.29 29.58 14.79 0.48 303.96 145.20 0.20 1.26 0.000400 5.37 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 842.49 29.58 14.79 0.71 295.98 210.07 0.14 1.32 0.000400 2.47 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 841.68 29.58 13.44 0.71 295.98 210.07 0.14 1.39 0.000400 2.47 O'Conn/No wind 0.00

0 MZ- Middle of Zink Lake p 840.72 29.58 17.75 0.93 316.27 292.65 0.10 1.50 0.000400 1.40 O'Conn/No wind 0.00

0 LZ- Lower Zink Lake pool 840.08 29.58 29.33 1.60 351.60 562.26 0.05 1.64 0.000400 0.45 O'Conn/No wind 0.00

0 ZD-Zinc Dam 840.07 29.58 0.00 2.09 100.00 208.96 0.14 1.64 0.000400 0.49 O'Conn/No wind 1.87

0 ZD- Zink Dam and Sinclair 839.59 29.71 11.06 0.22 397.84 88.04 0.34 1.66 0.000400 14.00 Specified/No wind 0.00

0 T6- Top of Dam-6 pool and 838.79 29.73 14.87 0.35 304.58 105.85 0.28 1.69 0.000400 10.00 Specified/No wind 0.00

0 T6- Top of Dam-6 pool and 837.98 29.73 14.87 0.35 304.58 105.85 0.28 1.72 0.000400 10.00 Specified/No wind 0.00

0 M6- Middle of Dam-6 pool 837.18 29.73 21.24 0.37 248.06 91.27 0.33 1.75 0.000400 10.00 Specified/No wind 0.00

0 L6- Lower Dam-6 pool 836.86 29.73 8.49 0.36 244.24 87.27 0.34 1.76 0.000400 10.00 Specified/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 836.05 31.57 15.79 0.40 313.57 125.65 0.25 1.80 0.000400 7.77 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 835.25 31.57 15.79 0.40 313.57 125.65 0.25 1.84 0.000400 7.77 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 834.44 31.57 15.79 0.40 313.57 125.65 0.25 1.88 0.000400 7.77 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 833.64 31.57 17.54 0.40 313.57 125.65 0.25 1.91 0.000400 7.77 O'Conn/No wind 0.00

0 M5- Middle of Dam-5 pool 832.99 31.57 15.79 0.40 181.30 72.98 0.43 1.93 0.000400 10.00 Specified/No wind 0.00

0 M5- Middle of Dam-5 pool 832.35 31.57 18.04 0.40 181.30 72.98 0.43 1.95 0.000400 10.00 Specified/No wind 0.00

0 L5- Lower Dam-5 pool 831.87 31.57 18.94 0.37 195.45 72.89 0.43 1.96 0.000400 10.00 Specified/No wind 0.00

0 D5- Dam #5 and Sapulpa WW 831.55 31.91 7.98 0.32 175.66 56.92 0.56 1.97 0.000400 10.00 Specified/No wind 0.00

0 T4- Top of Dam-4 pool 830.58 31.91 15.95 0.53 158.99 84.40 0.38 2.00 0.000400 6.25 O'Conn/No wind 0.00

0 T4- Top of Dam-4 pool 829.61 31.91 15.95 0.53 158.99 84.40 0.38 2.03 0.000400 6.25 O'Conn/No wind 0.00

0 M4- Middle of Dam-4 pool 828.65 31.91 21.27 0.31 297.74 91.55 0.35 2.06 0.000400 10.00 Specified/No wind 0.00

0 L4- Lower Dam-4 pool 828.17 31.91 11.49 0.52 250.08 130.98 0.24 2.08 0.000400 5.12 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 827.31 31.91 15.95 0.42 298.66 126.51 0.25 2.12 0.000400 7.16 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 826.45 31.91 15.95 0.42 298.66 126.51 0.25 2.16 0.000400 7.16 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 825.59 32.44 15.97 0.43 300.06 127.94 0.25 2.20 0.000400 7.11 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 824.71 32.55 16.28 0.43 352.89 150.24 0.22 2.25 0.000400 6.59 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 823.82 32.64 21.12 0.43 353.44 150.66 0.22 2.29 0.000400 6.57 O'Conn/No wind 0.00

0 L3- Lower Dam-3 pool 823.34 32.71 14.02 0.51 198.23 100.84 0.32 2.31 0.000400 6.17 O'Conn/No wind 0.00

0 D3- Dam #3 and downstream 822.69 32.71 13.77 0.51 198.23 100.84 0.32 2.33 0.000400 6.17 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 821.81 32.78 16.39 0.44 214.45 93.31 0.35 2.36 0.000400 8.12 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.92 32.97 16.49 0.44 214.85 93.77 0.35 2.39 0.000400 8.08 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.04 32.97 16.49 0.44 214.85 93.77 0.35 2.42 0.000400 8.08 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 819.15 32.97 14.85 0.44 214.85 93.77 0.35 2.45 0.000400 8.08 O'Conn/No wind 0.00

0 R1- Bixby N to Mid Pool 818.07 32.97 16.49 0.44 214.85 93.77 0.35 2.49 0.000400 8.08 O'Conn/No wind 0.00

0 L2- Mid pool to Dam2 816.99 32.97 17.04 0.44 214.85 93.77 0.35 2.52 0.000400 8.08 O'Conn/No wind 0.00

0 D2- Dam2 to Bixby South w 815.98 32.97 16.21 1.04 258.87 269.36 0.12 2.62 0.000400 1.30 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 814.94 33.19 16.60 1.04 259.17 270.27 0.12 2.71 0.000400 1.29 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 813.89 33.19 17.53 1.04 259.17 270.27 0.12 2.81 0.000400 1.29 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.96 33.89 16.95 0.48 185.88 88.84 0.38 2.84 0.000400 7.35 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.03 33.89 16.95 0.48 185.88 88.84 0.38 2.87 0.000400 7.35 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 811.09 33.89 16.95 0.48 185.88 88.84 0.38 2.90 0.000400 7.35 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 810.16 33.89 16.98 0.48 185.88 88.84 0.38 2.93 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 809.23 33.89 16.95 0.48 185.88 88.84 0.38 2.95 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 808.30 33.89 16.95 0.48 185.88 88.84 0.38 2.98 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 807.37 33.89 16.95 0.48 185.88 88.84 0.38 3.01 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 806.44 33.89 21.16 0.48 185.88 88.84 0.38 3.04 0.000400 7.35 O'Conn/No wind 0.00

0 X1- Dam1 to Broken Arrow 805.88 33.89 10.72 0.48 185.88 88.84 0.38 3.06 0.000400 7.35 O'Conn/No wind 0.00

0 D1- BA WWTP 1/4 way to Co 804.67 34.25 18.80 0.48 186.27 89.43 0.38 3.09 0.000400 7.31 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 803.68 34.25 17.12 0.45 330.22 148.25 0.23 3.14 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 802.68 34.25 17.12 0.45 330.22 148.25 0.23 3.19 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 801.69 34.25 17.12 0.45 330.22 148.25 0.23 3.24 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 800.69 34.25 17.12 0.45 330.22 148.25 0.23 3.29 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 799.70 34.25 17.12 0.45 330.22 148.25 0.23 3.34 0.000400 6.28 O'Conn/No wind 0.00

0 BF- Further d/s towards C 798.71 34.25 17.12 0.61 150.32 92.35 0.37 3.37 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 797.71 34.25 17.12 0.61 150.32 92.35 0.37 3.40 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 796.72 34.25 17.12 0.61 150.32 92.35 0.37 3.43 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 795.72 34.25 17.12 0.61 150.32 92.35 0.37 3.47 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 794.73 34.25 17.11 0.61 150.32 92.35 0.37 3.50 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 793.73 34.25 17.12 0.61 150.32 92.35 0.37 3.53 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 792.74 34.25 17.12 0.61 150.32 92.35 0.37 3.56 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 791.74 34.25 17.12 0.61 150.32 92.35 0.37 3.59 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 790.75 34.25 17.12 0.61 150.32 92.35 0.37 3.62 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 789.75 34.25 17.09 0.61 150.32 92.35 0.37 3.65 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 788.75 34.28 17.14 0.61 150.31 92.38 0.37 3.68 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 787.75 34.28 17.14 0.61 150.31 92.38 0.37 3.71 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 786.75 34.28 17.14 0.61 150.31 92.38 0.37 3.75 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 785.75 34.28 17.14 0.61 150.31 92.38 0.37 3.78 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 784.75 34.28 17.14 0.61 150.31 92.38 0.37 3.81 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 783.75 34.28 17.14 0.61 150.31 92.38 0.37 3.84 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 782.75 34.28 17.14 0.61 150.31 92.38 0.37 3.87 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 781.75 34.28 17.14 0.61 150.31 92.38 0.37 3.90 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 780.75 34.28 17.14 0.61 150.31 92.38 0.37 3.93 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 779.75 34.28 17.14 0.61 150.31 92.38 0.37 3.96 0.000400 4.97 O'Conn/No wind 0.00

Q2kBixbyWLA-Critical-r8O - 5 MGD

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Tributary

No. Reach Label x(km) cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L) CBODf (mgO2/L) No(ugN/L) NH4(ugN/L) NO3(ugN/L)

0 Mainstem headwa 867.43 1157.00 16.00 5.90 2.00 2.00 630.00 150.00 500.00

0 Mainstem headwa 867.03 1157.00 15.98 6.05 1.95 1.99 624.32 150.45 494.43

0 Mainstem headwa 866.23 1157.00 15.96 6.18 1.91 1.98 618.69 150.83 489.01

0 Mainstem headwa 865.42 1157.00 15.93 6.29 1.86 1.97 613.12 151.16 483.74

0 Mainstem headwa 864.62 1157.00 15.91 6.37 1.82 1.96 607.60 151.43 478.59

0 M8- Middle of D 863.81 1157.00 15.88 6.47 1.77 1.94 600.96 151.59 470.93

0 M8- Middle of D 863.01 1155.70 15.85 6.54 1.74 1.96 595.95 159.31 466.54

0 M8- Middle of D 862.20 1155.70 15.82 6.60 1.69 1.95 589.45 159.04 459.50

0 M8- Middle of D 861.40 1155.70 15.79 6.65 1.64 1.93 583.03 158.70 452.66

0 L8- Lower Dam-8 860.68 1155.70 15.76 6.72 1.61 1.92 578.66 158.30 445.72

0 D8- Dam #8 to d 859.87 1155.70 15.73 6.73 1.56 1.91 572.10 157.95 440.83

0 T7- Top of Dam- 858.99 1155.70 15.70 6.79 1.53 1.90 566.76 157.36 432.56

0 T7- Top of Dam- 858.18 1155.70 15.67 6.84 1.49 1.88 561.49 156.73 424.54

0 T7- Top of Dam- 857.38 1155.70 15.63 6.87 1.46 1.87 556.27 156.07 416.75

0 T7- Top of Dam- 856.57 1155.70 15.60 6.90 1.42 1.86 551.11 155.37 409.18

0 M7- Middle of D 855.77 1155.70 15.57 6.91 1.39 1.85 546.03 154.70 402.57

0 M7- Middle of D 854.96 1155.70 15.54 6.92 1.36 1.84 541.01 154.01 396.14

0 L7- Lower Dam-7 854.20 1155.70 15.51 6.85 1.31 1.82 533.33 153.36 393.23

0 L7- Lower Dam-7 853.47 1155.70 15.48 6.79 1.26 1.80 525.79 152.66 390.35

0 D7- Dam #7 to S 852.67 1155.70 15.45 6.85 1.23 1.79 520.76 151.83 383.53

0 D7- Dam #7 to S 851.78 1155.70 15.42 6.89 1.20 1.78 515.79 150.97 376.91

0 SS- S-Springs M 850.86 1146.23 15.38 6.87 1.28 1.99 522.48 306.59 395.72

0 SS- S-Springs M 849.89 1146.23 15.34 6.89 1.25 1.97 517.07 299.85 392.93

0 SS- S-Springs M 848.93 1146.23 15.31 6.91 1.21 1.95 511.72 293.31 390.01

0 SS- S-Springs M 847.96 1146.23 15.27 6.92 1.18 1.93 506.43 286.96 386.99

0 SS- S-Springs M 847.00 1146.23 15.23 6.93 1.15 1.92 501.20 280.80 383.87

0 CH- Channel u/s 846.11 1146.23 15.20 6.91 1.12 1.90 495.91 274.94 383.11

0 CH- Channel u/s 845.31 1146.23 15.18 6.89 1.09 1.88 490.68 269.27 382.18

0 CH- Channel u/s 844.50 1146.23 15.15 6.88 1.06 1.87 485.52 263.77 381.10

0 CH- Channel u/s 843.70 1140.23 15.14 6.84 1.14 2.12 488.28 350.99 396.29

0 SR- Sun Refiner 842.89 1140.23 15.11 6.75 1.10 2.09 481.08 339.60 402.58

0 SR- Sun Refiner 842.09 1140.23 15.08 6.67 1.06 2.06 474.01 328.76 408.16

0 MZ- Middle of Z 841.20 1140.23 15.05 6.51 0.99 2.02 462.64 312.55 419.73

0 LZ- Lower Zink 840.40 1140.23 15.02 6.21 0.91 1.94 448.78 294.56 439.32

0 ZD-Zinc Dam 840.07 1140.23 15.02 6.21 0.91 1.94 448.74 294.50 439.39

0 ZD- Zink Dam an 839.83 1135.05 14.99 6.92 0.97 2.06 453.95 362.74 446.45

0 T6- Top of Dam- 839.19 1134.37 14.95 6.94 0.96 2.05 451.34 361.16 445.26

0 T6- Top of Dam- 838.39 1134.37 14.93 6.95 0.94 2.03 447.85 354.05 442.46

0 M6- Middle of D 837.58 1134.37 14.90 6.96 0.92 2.02 444.87 348.09 440.51

0 L6- Lower Dam-6 837.02 1134.37 14.89 6.97 0.92 2.02 443.73 345.82 439.65

0 D6- Dam #6 and 836.45 1068.26 14.87 6.61 1.70 3.58 529.84 1164.89 606.10

0 D6- Dam #6 and 835.65 1068.26 14.84 6.57 1.66 3.52 525.27 1130.93 621.86

0 D6- Dam #6 and 834.85 1068.26 14.82 6.54 1.63 3.46 520.74 1098.00 636.20

0 D6- Dam #6 and 834.04 1068.26 14.79 6.53 1.59 3.40 516.25 1066.08 649.19

0 M5- Middle of D 833.32 1068.26 14.78 6.55 1.57 3.37 514.17 1051.45 654.97

0 M5- Middle of D 832.67 1068.26 14.76 6.57 1.56 3.33 512.10 1037.03 660.47

0 L5- Lower Dam-5 832.11 1068.26 14.75 6.58 1.55 3.31 510.54 1026.16 663.98

0 D5- Dam #5 and 831.71 1056.94 14.75 6.54 1.66 3.53 525.48 1052.82 690.04

0 T4- Top of Dam- 831.06 1056.94 14.73 6.51 1.63 3.49 521.92 1029.70 701.82

0 T4- Top of Dam- 830.10 1056.94 14.72 6.49 1.60 3.44 518.39 1007.16 712.85

0 M4- Middle of D 829.13 1056.94 14.69 6.54 1.57 3.39 514.42 980.44 715.40

0 L4- Lower Dam-4 828.41 1056.94 14.67 6.50 1.55 3.36 511.71 963.75 722.91

0 D4- Dam #4 and 827.74 1056.94 14.65 6.51 1.51 3.31 507.05 934.92 731.05

0 D4- Dam #4 and 826.88 1056.94 14.62 6.52 1.48 3.25 502.43 907.09 738.10

0 D4- Dam #4 and 826.02 1039.51 14.35 6.47 1.52 3.33 522.36 896.81 781.08

0 M3- Middle of D 825.15 1036.01 14.29 6.47 1.49 3.29 521.58 894.99 794.83

0 M3- Middle of D 824.26 1033.22 14.26 6.46 1.48 3.29 519.85 900.32 806.91

0 L3- Lower Dam-3 823.58 1030.94 14.25 6.45 1.48 3.30 516.66 900.01 808.83

0 D3- Dam #3 and 823.02 1030.94 14.24 6.46 1.46 3.27 513.95 884.95 813.41

0 US - Top Dam2 p 822.25 1028.96 14.28 6.49 1.46 3.28 513.34 901.60 821.47

0 US - Top Dam2 p 821.37 1022.76 14.28 6.49 1.59 3.55 518.78 964.71 839.64

0 US - Top Dam2 p 820.48 1022.76 14.26 6.52 1.57 3.50 515.30 943.46 844.12

0 US - Top Dam2 p 819.60 1022.76 14.24 6.54 1.54 3.46 511.85 922.70 848.03

0 R1- Bixby N to 818.61 1022.76 14.22 6.56 1.51 3.41 507.67 898.11 852.01

0 L2- Mid pool to 817.53 1022.76 14.20 6.58 1.48 3.36 503.53 874.26 855.23

0 D2- Dam2 to Bix 816.49 1022.76 14.17 6.22 1.40 3.25 493.13 822.13 889.26

0 T1- Bixby south 815.46 1018.76 14.35 5.86 1.47 3.32 488.79 859.63 1009.77

0 T1- Bixby south 814.42 1018.76 14.32 5.60 1.39 3.22 478.44 807.87 1038.67

0 M1- Haikey Ck t 813.43 1006.34 14.32 5.72 1.64 3.71 484.03 1078.71 1038.36

0 M1- Haikey Ck t 812.49 1006.34 14.30 5.87 1.61 3.66 480.92 1056.39 1048.64

0 M1- Haikey Ck t 811.56 1006.34 14.28 6.00 1.59 3.60 477.83 1034.41 1058.37

0 M1- Haikey Ck t 810.63 1006.34 14.26 6.10 1.56 3.55 474.76 1012.79 1067.55

0 L1- Mid Dam1 Po 809.70 1006.34 14.25 6.19 1.53 3.51 471.72 991.62 1076.15

0 L1- Mid Dam1 Po 808.77 1006.34 14.23 6.27 1.51 3.46 468.70 970.85 1084.21

0 L1- Mid Dam1 Po 807.84 1006.34 14.21 6.33 1.48 3.42 465.69 950.48 1091.74

0 L1- Mid Dam1 Po 806.91 1006.34 14.20 6.38 1.46 3.39 462.70 930.52 1098.76

0 X1- Dam1 to Bro 806.16 1006.34 14.19 6.41 1.44 3.36 460.90 918.66 1102.79

0 D1- BA WWTP 1/4 805.28 1000.80 14.17 6.39 1.55 3.57 461.02 1033.65 1108.62

0 BA- Downstream 804.17 1000.80 14.14 6.39 1.50 3.49 455.78 995.03 1121.66

0 BA- Downstream 803.18 1000.80 14.11 6.41 1.46 3.42 450.60 957.90 1132.95

0 BA- Downstream 802.19 1000.80 14.08 6.42 1.42 3.35 445.47 922.26 1142.61

0 BA- Downstream 801.19 1000.80 14.05 6.44 1.38 3.29 440.40 888.08 1150.73

0 BA- Downstream 800.20 1000.80 14.02 6.46 1.34 3.22 435.39 855.34 1157.44

0 BF- Further d/s 799.20 1000.80 14.00 6.45 1.31 3.19 432.36 836.48 1165.16

0 BF- Further d/s 798.21 1000.80 13.99 6.44 1.29 3.15 429.35 818.12 1172.38

0 BF- Further d/s 797.22 1000.80 13.98 6.44 1.27 3.12 426.36 800.26 1179.12

0 BF- Further d/s 796.22 1000.80 13.96 6.44 1.24 3.09 423.39 782.89 1185.41

0 BF- Further d/s 795.23 1000.80 13.95 6.44 1.22 3.06 420.45 766.00 1191.27

0 CO- Downstream 794.23 1000.80 13.93 6.45 1.20 3.03 417.52 749.54 1196.74

0 CO- Downstream 793.24 1000.80 13.92 6.46 1.18 3.00 414.62 733.55 1201.84

0 CO- Downstream 792.24 1000.80 13.91 6.46 1.15 2.97 411.74 718.00 1206.61

0 CO- Downstream 791.24 1000.80 13.89 6.47 1.13 2.94 408.88 702.89 1211.05

0 CO- Downstream 790.25 1000.80 13.88 6.48 1.11 2.91 406.04 688.20 1215.21

0 CO- Downstream 789.25 999.82 13.89 6.49 1.11 2.91 404.76 687.43 1221.06

0 CO- Downstream 788.25 999.82 13.88 6.50 1.09 2.89 401.94 673.11 1224.89

0 CO- Downstream 787.25 999.82 13.87 6.51 1.07 2.86 399.15 659.19 1228.46

0 CO- Downstream 786.25 999.82 13.85 6.52 1.05 2.83 396.38 645.63 1231.77

0 CO- Downstream 785.25 999.82 13.84 6.53 1.03 2.81 393.62 632.43 1234.84

0 CO- Downstream 784.25 999.82 13.82 6.54 1.01 2.78 390.89 619.57 1237.67

0 CO- Downstream 783.25 999.82 13.81 6.55 0.99 2.76 388.17 607.03 1240.25

0 CO- Downstream 782.25 999.82 13.80 6.56 0.97 2.74 385.47 594.81 1242.60

0 CO- Downstream 781.25 999.82 13.78 6.58 0.95 2.71 382.80 582.89 1244.71

0 CO- Downstream 780.25 999.82 13.77 6.59 0.94 2.69 380.14 571.25 1246.58

0 Terminus 779.75 999.82 13.77 6.59 0.94 2.69 380.14 571.25 1246.58

Q2kBixbyWLA-Critical-r8O - 5 MGD

Page 276: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

ConstituentConstituentConstituent

Po (ugP/L) Inorg P (ugP/L) Phyto (ugA/L) INp(ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk i ii iii

50.00 140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00

49.87 139.49 9.14 0.12 0.04 3.98 0.00 129.99 0.00 0.00 0.00

49.74 138.98 9.19 0.22 0.07 3.97 0.00 129.97 0.00 0.00 0.00

49.61 138.49 9.26 0.30 0.10 3.95 0.00 129.96 0.00 0.00 0.00

49.49 138.00 9.33 0.38 0.12 3.93 0.00 129.94 0.00 0.00 0.00

49.33 137.30 9.44 0.47 0.14 3.91 0.00 129.92 0.00 0.00 0.00

49.12 136.46 9.53 0.54 0.16 3.91 0.00 129.87 0.00 0.00 0.00

48.97 135.77 9.63 0.61 0.18 3.89 0.00 129.84 0.00 0.00 0.00

48.82 135.09 9.73 0.68 0.20 3.87 0.00 129.82 0.00 0.00 0.00

48.72 134.47 9.80 0.72 0.21 3.85 0.00 129.81 0.00 0.00 0.00

48.56 133.89 9.87 0.79 0.22 3.84 0.00 129.78 0.00 0.00 0.00

48.44 133.12 9.94 0.83 0.23 3.82 0.00 129.77 0.00 0.00 0.00

48.31 132.36 10.00 0.88 0.25 3.80 0.00 129.75 0.00 0.00 0.00

48.19 131.60 10.05 0.92 0.26 3.79 0.00 129.73 0.00 0.00 0.00

48.06 130.85 10.10 0.96 0.27 3.77 0.00 129.71 0.00 0.00 0.00

47.94 130.15 10.14 1.00 0.28 3.75 0.00 129.69 0.00 0.00 0.00

47.82 129.46 10.18 1.04 0.28 3.74 0.00 129.67 0.00 0.00 0.00

47.62 128.90 10.18 1.09 0.30 3.72 0.00 129.64 0.00 0.00 0.00

47.43 128.34 10.18 1.15 0.31 3.69 0.00 129.61 0.00 0.00 0.00

47.30 127.60 10.20 1.18 0.32 3.68 0.00 129.59 0.00 0.00 0.00

47.18 126.86 10.22 1.21 0.33 3.66 0.00 129.57 0.00 0.00 0.00

46.66 133.16 10.18 1.23 0.33 3.74 0.00 129.27 0.00 0.00 0.00

46.53 132.32 10.22 1.27 0.34 3.72 0.00 129.22 0.00 0.00 0.00

46.39 131.49 10.28 1.30 0.35 3.70 0.00 129.16 0.00 0.00 0.00

46.26 130.66 10.34 1.33 0.35 3.68 0.00 129.11 0.00 0.00 0.00

46.13 129.83 10.42 1.36 0.36 3.67 0.00 129.06 0.00 0.00 0.00

45.99 129.18 10.49 1.39 0.37 3.65 0.00 129.01 0.00 0.00 0.00

45.86 128.54 10.56 1.42 0.37 3.63 0.00 128.96 0.00 0.00 0.00

45.72 127.90 10.62 1.45 0.38 3.62 0.00 128.91 0.00 0.00 0.00

45.35 131.81 10.63 1.47 0.38 3.68 0.00 128.68 0.00 0.00 0.00

45.16 131.22 10.68 1.51 0.39 3.66 0.00 128.58 0.00 0.00 0.00

44.97 130.64 10.71 1.54 0.40 3.64 0.00 128.49 0.00 0.00 0.00

44.66 129.98 10.67 1.60 0.41 3.61 0.00 128.34 0.00 0.00 0.00

44.27 129.65 10.41 1.65 0.42 3.57 0.00 128.17 0.00 0.00 0.00

44.27 129.65 10.41 1.65 0.42 3.57 0.00 128.17 0.00 0.00 0.00

44.02 133.03 10.37 1.65 0.42 3.61 0.00 128.01 0.00 0.00 0.00

43.90 132.25 10.40 1.66 0.43 3.59 0.00 127.94 0.00 0.00 0.00

43.81 131.55 10.44 1.68 0.43 3.58 0.00 127.89 0.00 0.00 0.00

43.73 130.99 10.48 1.69 0.43 3.57 0.00 127.84 0.00 0.00 0.00

43.70 130.77 10.50 1.69 0.43 3.57 0.00 127.83 0.00 0.00 0.00

41.05 180.49 9.94 1.61 0.41 4.21 0.00 125.99 0.00 0.00 0.00

40.96 179.55 10.01 1.63 0.41 4.20 0.00 125.78 0.00 0.00 0.00

40.86 178.61 10.07 1.64 0.42 4.18 0.00 125.58 0.00 0.00 0.00

40.76 177.69 10.14 1.66 0.42 4.16 0.00 125.39 0.00 0.00 0.00

40.72 177.26 10.17 1.66 0.42 4.15 0.00 125.30 0.00 0.00 0.00

40.67 176.83 10.20 1.67 0.42 4.14 0.00 125.21 0.00 0.00 0.00

40.64 176.48 10.23 1.68 0.42 4.14 0.00 125.14 0.00 0.00 0.00

40.19 184.99 10.13 1.66 0.42 4.25 0.00 124.84 0.00 0.00 0.00

40.12 184.42 10.18 1.67 0.42 4.24 0.00 124.69 0.00 0.00 0.00

40.04 183.86 10.22 1.69 0.42 4.22 0.00 124.54 0.00 0.00 0.00

39.96 182.76 10.28 1.70 0.43 4.21 0.00 124.39 0.00 0.00 0.00

39.90 182.32 10.31 1.71 0.43 4.20 0.00 124.28 0.00 0.00 0.00

39.80 181.37 10.37 1.72 0.43 4.18 0.00 124.10 0.00 0.00 0.00

39.70 180.42 10.42 1.74 0.43 4.16 0.00 123.93 0.00 0.00 0.00

38.95 176.53 10.30 1.73 0.43 4.07 0.00 123.36 0.00 0.00 0.00

38.70 174.84 10.32 1.74 0.43 4.06 0.00 123.08 0.00 0.00 0.00

38.48 175.97 10.35 1.75 0.44 4.07 0.00 122.81 0.00 0.00 0.00

38.36 175.25 10.34 1.75 0.44 4.08 0.00 122.68 0.00 0.00 0.00

38.30 174.82 10.36 1.76 0.44 4.07 0.00 122.58 0.00 0.00 0.00

38.16 175.75 10.37 1.77 0.44 4.14 0.00 122.41 0.00 0.00 0.00

37.86 180.03 10.33 1.77 0.44 4.21 0.00 122.14 0.00 0.00 0.00

37.79 179.35 10.36 1.78 0.44 4.19 0.00 122.01 0.00 0.00 0.00

37.72 178.68 10.39 1.79 0.44 4.18 0.00 121.87 0.00 0.00 0.00

37.63 177.86 10.42 1.80 0.44 4.16 0.00 121.72 0.00 0.00 0.00

37.55 177.05 10.45 1.81 0.45 4.15 0.00 121.57 0.00 0.00 0.00

37.33 176.26 10.39 1.84 0.45 4.11 0.00 121.19 0.00 0.00 0.00

39.48 193.35 10.32 1.86 0.46 4.34 0.00 120.85 0.00 0.00 0.00

39.24 192.48 10.25 1.88 0.46 4.30 0.00 120.47 0.00 0.00 0.00

40.43 208.49 10.26 1.85 0.45 4.51 0.00 120.94 0.00 0.00 0.00

40.35 207.80 10.29 1.86 0.45 4.50 0.00 120.79 0.00 0.00 0.00

40.28 207.12 10.31 1.87 0.46 4.48 0.00 120.65 0.00 0.00 0.00

40.21 206.43 10.35 1.87 0.46 4.47 0.00 120.51 0.00 0.00 0.00

40.14 205.75 10.38 1.88 0.46 4.46 0.00 120.38 0.00 0.00 0.00

40.07 205.07 10.42 1.89 0.46 4.44 0.00 120.24 0.00 0.00 0.00

40.00 204.40 10.47 1.90 0.46 4.43 0.00 120.11 0.00 0.00 0.00

39.93 203.72 10.51 1.90 0.46 4.42 0.00 119.98 0.00 0.00 0.00

39.89 203.31 10.54 1.91 0.46 4.41 0.00 119.91 0.00 0.00 0.00

39.39 225.85 10.59 1.90 0.46 4.50 0.00 120.13 0.00 0.00 0.00

39.26 224.42 10.68 1.91 0.47 4.47 0.00 119.89 0.00 0.00 0.00

39.14 223.01 10.76 1.93 0.47 4.45 0.00 119.65 0.00 0.00 0.00

39.02 221.60 10.84 1.94 0.47 4.43 0.00 119.43 0.00 0.00 0.00

38.90 220.20 10.92 1.96 0.48 4.40 0.00 119.21 0.00 0.00 0.00

38.77 218.82 10.98 1.98 0.48 4.38 0.00 119.01 0.00 0.00 0.00

38.70 218.21 11.01 1.98 0.48 4.36 0.00 118.88 0.00 0.00 0.00

38.62 217.60 11.03 1.99 0.48 4.35 0.00 118.76 0.00 0.00 0.00

38.55 216.99 11.05 2.00 0.49 4.34 0.00 118.64 0.00 0.00 0.00

38.47 216.38 11.06 2.01 0.49 4.33 0.00 118.52 0.00 0.00 0.00

38.40 215.78 11.07 2.02 0.49 4.31 0.00 118.40 0.00 0.00 0.00

38.33 215.18 11.08 2.03 0.49 4.30 0.00 118.29 0.00 0.00 0.00

38.25 214.57 11.09 2.04 0.49 4.29 0.00 118.18 0.00 0.00 0.00

38.18 213.97 11.10 2.04 0.50 4.27 0.00 118.07 0.00 0.00 0.00

38.10 213.38 11.10 2.05 0.50 4.26 0.00 117.97 0.00 0.00 0.00

38.03 212.78 11.11 2.06 0.50 4.25 0.00 117.87 0.00 0.00 0.00

37.92 212.95 11.11 2.07 0.50 4.28 0.00 117.74 0.00 0.00 0.00

37.85 212.35 11.12 2.07 0.50 4.26 0.00 117.64 0.00 0.00 0.00

37.77 211.75 11.13 2.08 0.50 4.25 0.00 117.55 0.00 0.00 0.00

37.70 211.15 11.14 2.09 0.50 4.24 0.00 117.45 0.00 0.00 0.00

37.63 210.56 11.16 2.10 0.51 4.22 0.00 117.36 0.00 0.00 0.00

37.56 209.97 11.18 2.10 0.51 4.21 0.00 117.26 0.00 0.00 0.00

37.48 209.38 11.20 2.11 0.51 4.20 0.00 117.17 0.00 0.00 0.00

37.41 208.79 11.22 2.12 0.51 4.19 0.00 117.08 0.00 0.00 0.00

37.34 208.20 11.25 2.12 0.51 4.18 0.00 117.00 0.00 0.00 0.00

37.27 207.61 11.28 2.13 0.51 4.16 0.00 116.91 0.00 0.00 0.00

37.27 207.61 11.28 2.13 0.51 4.16 0.00 116.91 0.00 0.00 0.00

Q2kBixbyWLA-Critical-r8O - 5 MGD

Page 277: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent Bot Algae QNb QPb TSS

pH (mgA/m2) (ugN/mgA) (ugP/mgA) TOC TN TP TKN (mgD/L) CBODu NH3 DO sat

8.10 0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 15.57 7.14

8.11 0.00 NaN NaN 3.42 1269.31 189.40 774.88 20.87 9.21 16.05 7.14

8.13 0.00 NaN NaN 3.40 1258.75 188.80 769.74 20.84 9.14 16.53 7.15

8.14 0.00 NaN NaN 3.38 1248.32 188.20 764.58 20.81 9.08 16.99 7.15

8.15 0.00 NaN NaN 3.35 1238.00 187.60 759.41 20.78 9.02 17.43 7.16

8.17 0.00 NaN NaN 3.32 1223.94 186.77 753.01 20.74 8.94 18.03 7.17

8.18 0.00 NaN NaN 3.32 1222.35 185.74 755.81 20.71 8.93 19.39 7.17

8.19 0.00 NaN NaN 3.29 1208.61 184.92 749.10 20.67 8.86 19.86 7.18

8.20 0.00 NaN NaN 3.27 1195.07 184.11 742.41 20.63 8.78 20.28 7.19

8.22 0.00 NaN NaN 3.25 1183.40 183.40 737.68 20.59 8.74 20.91 7.19

8.23 0.00 NaN NaN 3.22 1171.66 182.68 730.83 20.56 8.66 21.05 7.20

8.24 0.00 NaN NaN 3.20 1157.51 181.79 724.95 20.51 8.60 21.69 7.20

8.26 0.00 NaN NaN 3.18 1143.63 180.92 719.09 20.47 8.54 22.24 7.21

8.27 0.00 NaN NaN 3.15 1130.00 180.04 713.26 20.42 8.48 22.72 7.21

8.29 0.00 NaN NaN 3.13 1116.62 179.17 707.44 20.38 8.43 23.13 7.22

8.30 0.00 NaN NaN 3.11 1104.31 178.37 701.73 20.34 8.37 23.39 7.22

8.30 0.00 NaN NaN 3.09 1092.19 177.56 696.06 20.29 8.31 23.61 7.22

8.30 0.00 NaN NaN 3.06 1081.01 176.82 687.78 20.24 8.22 23.08 7.22

8.29 0.00 NaN NaN 3.02 1069.95 176.08 679.60 20.19 8.13 22.56 7.23

8.30 0.00 NaN NaN 3.00 1057.30 175.22 673.77 20.15 8.07 22.88 7.23

8.31 0.00 NaN NaN 2.98 1044.88 174.36 667.97 20.10 8.02 23.16 7.23

8.30 0.00 NaN NaN 3.12 1226.03 180.15 830.30 20.13 8.38 45.70 7.23

8.30 0.00 NaN NaN 3.09 1211.12 179.19 818.19 20.08 8.32 45.25 7.23

8.31 0.00 NaN NaN 3.07 1196.35 178.22 806.34 20.03 8.25 44.79 7.24

8.32 0.00 NaN NaN 3.05 1181.72 177.27 794.73 19.99 8.19 44.34 7.24

8.32 0.00 NaN NaN 3.02 1167.22 176.32 783.35 19.94 8.13 43.88 7.24

8.32 0.00 NaN NaN 3.00 1155.35 175.54 772.24 19.90 8.07 42.81 7.24

8.32 0.00 NaN NaN 2.98 1143.56 174.77 761.37 19.86 8.02 41.81 7.25

8.32 0.00 NaN NaN 2.96 1131.83 174.00 750.73 19.83 7.96 40.87 7.25

8.30 0.00 NaN NaN 3.11 1237.03 177.54 840.74 19.89 8.37 52.60 7.25

8.28 0.00 NaN NaN 3.08 1224.77 176.78 822.19 19.84 8.28 49.19 7.25

8.27 0.00 NaN NaN 3.04 1212.47 176.02 804.31 19.80 8.19 46.14 7.25

8.24 0.00 NaN NaN 2.99 1196.52 175.05 776.79 19.73 8.04 41.03 7.25

8.18 0.00 NaN NaN 2.91 1184.32 174.34 744.99 19.63 7.82 34.24 7.25

8.18 0.00 NaN NaN 2.91 1184.29 174.34 744.90 19.63 7.82 34.22 7.25

8.25 0.00 NaN NaN 2.99 1264.79 177.47 818.34 19.63 8.03 48.42 7.25

8.26 0.00 NaN NaN 2.97 1259.43 176.58 814.17 19.59 7.99 49.33 7.25

8.27 0.00 NaN NaN 2.95 1246.03 175.79 803.57 19.55 7.95 49.55 7.25

8.28 0.00 NaN NaN 2.94 1235.16 175.15 794.65 19.52 7.91 49.67 7.25

8.28 0.00 NaN NaN 2.94 1230.89 174.90 791.23 19.51 7.90 49.71 7.25

8.11 0.00 NaN NaN 4.05 2302.44 221.95 1696.33 20.08 10.89 118.79 7.25

8.11 0.00 NaN NaN 4.01 2279.69 220.92 1657.83 20.04 10.77 114.56 7.25

8.11 0.00 NaN NaN 3.97 2256.59 219.89 1620.39 20.00 10.67 110.86 7.26

8.11 0.00 NaN NaN 3.93 2233.17 218.87 1583.98 19.96 10.56 107.58 7.26

8.11 0.00 NaN NaN 3.91 2222.25 218.40 1567.28 19.95 10.50 107.00 7.26

8.11 0.00 NaN NaN 3.88 2211.26 217.93 1550.79 19.93 10.45 106.41 7.26

8.12 0.00 NaN NaN 3.87 2202.35 217.55 1538.37 19.92 10.41 106.08 7.26

8.09 0.00 NaN NaN 4.03 2270.00 225.60 1579.96 20.01 10.85 102.92 7.26

8.09 0.00 NaN NaN 4.00 2255.11 224.96 1553.29 19.99 10.77 99.66 7.26

8.08 0.00 NaN NaN 3.97 2240.08 224.33 1527.24 19.96 10.69 96.73 7.26

8.10 0.00 NaN NaN 3.94 2211.96 223.14 1496.56 19.92 10.59 96.98 7.27

8.09 0.00 NaN NaN 3.92 2200.08 222.65 1477.17 19.90 10.54 93.98 7.27

8.09 0.00 NaN NaN 3.88 2174.75 221.60 1443.69 19.86 10.43 91.64 7.27

8.10 0.00 NaN NaN 3.84 2149.35 220.56 1411.25 19.82 10.33 89.51 7.27

8.06 0.00 NaN NaN 3.84 2201.97 215.91 1420.89 19.46 10.34 81.84 7.27

8.06 0.00 NaN NaN 3.81 2213.14 213.98 1418.31 19.38 10.25 81.25 7.27

8.06 0.00 NaN NaN 3.82 2228.83 214.89 1421.91 19.36 10.26 81.56 7.27

8.05 0.00 NaN NaN 3.82 2227.25 214.05 1418.43 19.37 10.28 80.73 7.27

8.05 0.00 NaN NaN 3.80 2214.07 213.56 1400.65 19.35 10.23 79.73 7.27

8.06 0.00 NaN NaN 3.83 2238.18 214.34 1416.71 19.45 10.31 82.37 7.27

8.05 0.00 NaN NaN 4.01 2324.91 218.32 1485.26 19.52 10.78 86.77 7.27

8.06 0.00 NaN NaN 3.97 2304.65 217.58 1460.54 19.49 10.69 86.46 7.27

8.07 0.00 NaN NaN 3.94 2284.36 216.84 1436.33 19.46 10.61 86.06 7.27

8.08 0.00 NaN NaN 3.91 2259.58 215.94 1407.58 19.42 10.51 85.48 7.27

8.09 0.00 NaN NaN 3.87 2234.83 215.04 1379.59 19.39 10.42 84.83 7.27

8.01 0.00 NaN NaN 3.79 2206.37 214.04 1317.11 19.32 10.19 68.19 7.27

7.93 0.00 NaN NaN 3.93 2360.04 233.29 1350.27 19.72 10.57 59.78 7.27

7.88 0.00 NaN NaN 3.84 2326.86 232.18 1288.20 19.65 10.34 49.86 7.27

7.87 0.00 NaN NaN 4.20 2602.94 249.37 1564.59 19.85 11.31 65.32 7.26

7.89 0.00 NaN NaN 4.17 2587.81 248.61 1539.17 19.82 11.21 67.35 7.26

7.91 0.00 NaN NaN 4.13 2572.48 247.86 1514.11 19.80 11.12 69.08 7.26

7.93 0.00 NaN NaN 4.10 2556.97 247.10 1489.42 19.77 11.03 70.54 7.26

7.95 0.00 NaN NaN 4.07 2541.38 246.35 1465.22 19.74 10.95 71.96 7.27

7.97 0.00 NaN NaN 4.04 2525.64 245.60 1441.43 19.72 10.87 73.13 7.27

7.99 0.00 NaN NaN 4.01 2509.81 244.86 1418.06 19.69 10.80 74.06 7.27

8.00 0.00 NaN NaN 3.99 2493.88 244.11 1395.12 19.66 10.73 74.78 7.27

8.01 0.00 NaN NaN 3.97 2484.26 243.66 1381.47 19.65 10.68 75.14 7.27

8.01 0.00 NaN NaN 4.12 2605.19 265.69 1496.57 19.73 11.10 84.09 7.27

8.01 0.00 NaN NaN 4.07 2574.38 264.15 1452.72 19.68 10.96 82.13 7.27

8.02 0.00 NaN NaN 4.02 2543.38 262.62 1410.43 19.64 10.83 80.30 7.28

8.03 0.00 NaN NaN 3.98 2512.28 261.09 1369.68 19.59 10.70 78.58 7.28

8.04 0.00 NaN NaN 3.93 2481.17 259.58 1330.44 19.54 10.57 76.95 7.28

8.04 0.00 NaN NaN 3.89 2450.15 258.07 1292.71 19.49 10.45 75.40 7.28

8.04 0.00 NaN NaN 3.86 2435.99 257.39 1270.82 19.47 10.38 73.42 7.28

8.04 0.00 NaN NaN 3.83 2421.84 256.70 1249.46 19.44 10.31 71.61 7.28

8.04 0.00 NaN NaN 3.81 2407.74 256.02 1228.62 19.42 10.24 69.94 7.28

8.04 0.00 NaN NaN 3.78 2393.70 255.35 1208.29 19.39 10.18 68.41 7.28

8.04 0.00 NaN NaN 3.76 2379.73 254.67 1188.46 19.37 10.11 66.99 7.28

8.04 0.00 NaN NaN 3.73 2365.83 253.99 1169.09 19.34 10.04 65.68 7.28

8.04 0.00 NaN NaN 3.71 2352.05 253.32 1150.20 19.32 9.98 64.46 7.28

8.04 0.00 NaN NaN 3.69 2338.39 252.65 1131.79 19.29 9.92 63.34 7.28

8.05 0.00 NaN NaN 3.66 2324.88 251.98 1113.83 19.26 9.85 62.29 7.28

8.05 0.00 NaN NaN 3.64 2311.51 251.31 1096.31 19.24 9.79 61.31 7.28

8.05 0.00 NaN NaN 3.65 2315.32 251.37 1094.26 19.28 9.81 61.22 7.28

8.05 0.00 NaN NaN 3.63 2302.03 250.70 1077.13 19.25 9.75 60.31 7.28

8.06 0.00 NaN NaN 3.60 2288.88 250.03 1060.42 19.23 9.69 59.46 7.28

8.06 0.00 NaN NaN 3.58 2275.87 249.36 1044.09 19.20 9.64 58.66 7.28

8.06 0.00 NaN NaN 3.56 2262.98 248.70 1028.14 19.18 9.58 57.89 7.28

8.07 0.00 NaN NaN 3.54 2250.22 248.03 1012.55 19.15 9.53 57.17 7.28

8.07 0.00 NaN NaN 3.52 2237.57 247.37 997.31 19.13 9.47 56.47 7.28

8.07 0.00 NaN NaN 3.50 2225.01 246.71 982.40 19.10 9.42 55.80 7.28

8.08 0.00 NaN NaN 3.48 2212.52 246.05 967.81 19.08 9.37 55.15 7.28

8.08 0.00 NaN NaN 3.46 2200.10 245.40 953.52 19.06 9.32 54.52 7.28

8.08 0.00 NaN NaN 3.46 2200.10 245.40 953.52 19.06 9.32 54.52 7.28

Q2kBixbyWLA-Critical-r8O - 5 MGD

Page 278: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

pHsat

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

Q2kBixbyWLA-Critical-r8O - 5 MGD

Page 279: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Tributary Reach Distance cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L)CBODf (mgO2/L)No(ugN/L) NH4(ugN/L) NO3(ugN/L)

No. Label x(km) Min Min Min Min Min Min Min Min

0 Mainstem headwa 867.43 1157.00 16.00 5.90 2.00 2.00 630.00 150.00 500.00

0 Mainstem headwa 867.03 1157.00 15.98 6.04 1.95 1.99 623.99 150.42 494.12

0 Mainstem headwa 866.23 1157.00 15.96 6.16 1.90 1.98 617.77 150.78 488.16

0 Mainstem headwa 865.42 1157.00 15.93 6.25 1.85 1.97 611.40 151.09 482.16

0 Mainstem headwa 864.62 1157.00 15.91 6.32 1.81 1.96 604.95 151.34 476.18

0 M8- Middle of D 863.81 1157.00 15.88 6.37 1.75 1.94 597.07 151.49 467.07

0 M8- Middle of D 863.01 1155.70 15.85 6.40 1.71 1.96 590.81 159.18 461.30

0 M8- Middle of D 862.20 1155.70 15.82 6.40 1.65 1.95 583.13 158.78 452.98

0 M8- Middle of D 861.40 1155.70 15.79 6.40 1.60 1.93 575.67 158.29 445.04

0 L8- Lower Dam-8 860.68 1155.70 15.76 6.44 1.57 1.92 570.68 157.74 436.90

0 D8- Dam #8 to d 859.87 1155.70 15.73 6.40 1.52 1.91 563.35 157.26 431.66

0 T7- Top of Dam- 858.99 1155.70 15.70 6.45 1.48 1.90 557.58 156.51 422.46

0 T7- Top of Dam- 858.18 1155.70 15.67 6.48 1.44 1.88 552.03 155.73 413.74

0 T7- Top of Dam- 857.38 1155.70 15.63 6.50 1.41 1.87 546.69 154.93 405.46

0 T7- Top of Dam- 856.57 1155.70 15.60 6.51 1.37 1.86 541.54 154.12 397.60

0 M7- Middle of D 855.77 1155.70 15.57 6.51 1.34 1.85 536.56 153.37 390.92

0 M7- Middle of D 854.96 1155.70 15.54 6.52 1.31 1.83 531.72 152.62 384.54

0 L7- Lower Dam-7 854.20 1155.70 15.51 6.43 1.26 1.82 524.39 151.97 382.29

0 L7- Lower Dam-7 853.47 1155.70 15.48 6.37 1.22 1.80 517.22 151.31 380.11

0 D7- Dam #7 to S 852.67 1155.70 15.45 6.48 1.19 1.79 512.50 150.49 373.80

0 D7- Dam #7 to S 851.78 1155.70 15.42 6.56 1.16 1.77 507.95 149.67 367.82

0 SS- S-Springs M 850.86 1146.23 15.38 6.57 1.25 1.99 515.28 305.48 387.32

0 SS- S-Springs M 849.89 1146.23 15.34 6.61 1.22 1.97 510.56 297.98 385.20

0 SS- S-Springs M 848.93 1146.23 15.31 6.62 1.19 1.95 506.00 290.42 383.03

0 SS- S-Springs M 847.96 1146.23 15.27 6.62 1.16 1.93 501.58 283.16 380.83

0 SS- S-Springs M 847.00 1146.23 15.23 6.61 1.13 1.92 497.29 276.23 378.58

0 CH- Channel u/s 846.11 1146.23 15.20 6.57 1.11 1.90 493.02 269.78 378.32

0 CH- Channel u/s 845.31 1146.23 15.18 6.54 1.08 1.88 488.84 263.67 377.92

0 CH- Channel u/s 844.50 1146.23 15.15 6.52 1.06 1.87 484.48 257.88 377.40

0 CH- Channel u/s 843.70 1140.23 15.14 6.47 1.13 2.12 486.28 344.47 392.70

0 SR- Sun Refiner 842.89 1140.23 15.11 6.38 1.09 2.09 478.01 332.46 398.57

0 SR- Sun Refiner 842.09 1140.23 15.08 6.31 1.04 2.06 470.20 321.31 404.06

0 MZ- Middle of Z 841.20 1140.23 15.05 6.18 0.97 2.01 458.45 305.54 415.57

0 LZ- Lower Zink 840.40 1140.23 15.02 5.91 0.90 1.93 444.84 288.67 435.05

0 ZD-Zinc Dam 840.07 1140.23 15.02 5.91 0.90 1.93 444.79 288.62 435.11

0 ZD- Zink Dam an 839.83 1135.05 14.99 6.78 0.96 2.06 450.02 357.00 442.36

0 T6- Top of Dam- 839.19 1134.37 14.95 6.81 0.94 2.05 447.54 355.84 441.33

0 T6- Top of Dam- 838.39 1134.37 14.93 6.85 0.92 2.03 444.28 349.33 438.48

0 M6- Middle of D 837.58 1134.37 14.90 6.85 0.91 2.02 441.56 343.99 436.43

0 L6- Lower Dam-6 837.02 1134.37 14.89 6.85 0.90 2.01 440.52 341.96 435.47

0 D6- Dam #6 and 836.45 1068.26 14.87 6.43 1.69 3.58 527.35 1158.30 604.64

0 D6- Dam #6 and 835.65 1068.26 14.84 6.33 1.66 3.51 523.42 1115.97 619.20

0 D6- Dam #6 and 834.85 1068.26 14.82 6.25 1.61 3.44 519.59 1075.08 631.76

0 D6- Dam #6 and 834.04 1068.26 14.79 6.19 1.57 3.37 514.04 1035.92 643.20

0 M5- Middle of D 833.32 1068.26 14.78 6.18 1.55 3.33 511.46 1018.01 648.31

0 M5- Middle of D 832.67 1068.26 14.76 6.18 1.53 3.29 508.90 1000.48 653.19

0 L5- Lower Dam-5 832.11 1068.26 14.75 6.17 1.52 3.26 506.98 987.35 656.35

0 D5- Dam #5 and 831.71 1056.94 14.75 6.13 1.63 3.48 521.77 1013.22 682.41

0 T4- Top of Dam- 831.06 1056.94 14.73 6.07 1.60 3.43 517.44 986.17 692.70

0 T4- Top of Dam- 830.10 1056.94 14.72 6.02 1.57 3.39 513.20 960.34 702.36

0 M4- Middle of D 829.13 1056.94 14.69 6.07 1.53 3.33 508.62 930.73 705.41

0 L4- Lower Dam-4 828.41 1056.94 14.67 6.02 1.51 3.30 505.49 912.51 712.10

0 D4- Dam #4 and 827.74 1056.94 14.65 6.02 1.47 3.24 500.27 882.25 719.86

0 D4- Dam #4 and 826.88 1056.94 14.62 6.04 1.44 3.18 495.24 853.89 726.84

0 D4- Dam #4 and 826.02 1039.51 14.35 6.00 1.47 3.26 514.96 844.72 770.29

0 M3- Middle of D 825.15 1036.01 14.29 6.01 1.44 3.22 514.00 844.31 784.64

0 M3- Middle of D 824.26 1033.22 14.26 6.02 1.44 3.23 512.22 851.66 797.39

0 L3- Lower Dam-3 823.58 1030.94 14.25 6.02 1.44 3.23 509.01 852.05 799.28

0 D3- Dam #3 and 823.02 1030.94 14.24 6.02 1.42 3.20 506.28 837.91 803.84

0 US - Top Dam2 p 822.25 1028.96 14.28 6.07 1.42 3.22 505.72 856.14 812.29

0 US - Top Dam2 p 821.37 1022.76 14.28 6.09 1.55 3.49 511.29 921.20 830.67

0 US - Top Dam2 p 820.48 1022.76 14.26 6.12 1.53 3.44 507.94 901.81 835.37

0 US - Top Dam2 p 819.60 1022.76 14.24 6.15 1.50 3.40 504.66 883.09 839.58

0 R1- Bixby N to 818.61 1022.76 14.22 6.18 1.47 3.35 500.75 861.24 843.96

0 L2- Mid pool to 817.53 1022.76 14.20 6.21 1.44 3.31 496.95 840.30 847.62

0 D2- Dam2 to Bix 816.49 1022.76 14.17 5.83 1.37 3.21 487.48 794.45 878.26

0 T1- Bixby south 815.46 1018.76 14.35 5.47 1.44 3.29 484.05 837.66 996.61

0 T1- Bixby south 814.42 1018.76 14.32 5.24 1.37 3.19 474.55 790.77 1025.18

0 M1- Haikey Ck t 813.43 1006.34 14.32 5.42 1.62 3.69 480.46 1063.87 1025.19

0 M1- Haikey Ck t 812.49 1006.34 14.30 5.62 1.60 3.63 477.63 1043.55 1035.80

0 M1- Haikey Ck t 811.56 1006.34 14.28 5.79 1.57 3.58 474.85 1023.66 1046.06

0 M1- Haikey Ck t 810.63 1006.34 14.26 5.93 1.55 3.53 472.12 1004.25 1055.86

0 L1- Mid Dam1 Po 809.70 1006.34 14.25 6.05 1.52 3.49 469.45 985.41 1065.13

0 L1- Mid Dam1 Po 808.77 1006.34 14.23 6.16 1.50 3.46 466.83 966.42 1073.89

0 L1- Mid Dam1 Po 807.84 1006.34 14.21 6.22 1.48 3.42 464.25 941.95 1082.13

0 L1- Mid Dam1 Po 806.91 1006.34 14.20 6.24 1.45 3.37 460.83 917.87 1089.90

0 X1- Dam1 to Bro 806.16 1006.34 14.19 6.24 1.43 3.35 458.66 903.51 1094.41

0 D1- BA WWTP 1/4 805.28 1000.80 14.17 6.17 1.53 3.54 457.99 1012.88 1101.50

0 BA- Downstream 804.17 1000.80 14.14 6.12 1.48 3.46 451.73 967.62 1116.02

0 BA- Downstream 803.18 1000.80 14.11 6.09 1.43 3.38 445.64 925.23 1128.77

0 BA- Downstream 802.19 1000.80 14.08 6.07 1.39 3.31 439.78 885.73 1139.81

0 BA- Downstream 801.19 1000.80 14.05 6.07 1.34 3.24 434.15 848.99 1148.89

0 BA- Downstream 800.20 1000.80 14.02 6.08 1.30 3.17 428.76 814.84 1154.80

0 BF- Further d/s 799.20 1000.80 14.00 6.06 1.28 3.14 425.48 795.29 1161.59

0 BF- Further d/s 798.21 1000.80 13.99 6.04 1.25 3.10 422.27 776.49 1167.91

0 BF- Further d/s 797.22 1000.80 13.98 6.03 1.23 3.07 419.12 758.44 1173.81

0 BF- Further d/s 796.22 1000.80 13.96 6.03 1.20 3.04 416.04 741.12 1179.32

0 BF- Further d/s 795.23 1000.80 13.95 6.04 1.18 3.01 413.02 724.53 1184.46

0 CO- Downstream 794.23 1000.80 13.93 6.05 1.16 2.98 410.06 708.61 1189.29

0 CO- Downstream 793.24 1000.80 13.92 6.06 1.14 2.95 407.18 693.37 1193.81

0 CO- Downstream 792.24 1000.80 13.91 6.08 1.12 2.92 404.35 678.79 1198.05

0 CO- Downstream 791.24 1000.80 13.89 6.11 1.10 2.89 401.59 664.83 1202.04

0 CO- Downstream 790.25 1000.80 13.88 6.13 1.08 2.87 398.89 651.48 1205.81

0 CO- Downstream 789.25 999.82 13.89 6.15 1.07 2.87 397.79 652.24 1211.31

0 CO- Downstream 788.25 999.82 13.88 6.18 1.05 2.84 395.18 639.56 1214.86

0 CO- Downstream 787.25 999.82 13.87 6.21 1.03 2.82 392.63 627.40 1218.22

0 CO- Downstream 786.25 999.82 13.85 6.24 1.02 2.79 390.13 615.72 1221.40

0 CO- Downstream 785.25 999.82 13.84 6.27 1.00 2.77 387.68 604.49 1224.39

0 CO- Downstream 784.25 999.82 13.82 6.29 0.98 2.75 385.28 593.67 1227.21

0 CO- Downstream 783.25 999.82 13.81 6.32 0.96 2.73 382.93 583.24 1229.86

0 CO- Downstream 782.25 999.82 13.80 6.34 0.95 2.71 380.62 573.18 1232.31

0 CO- Downstream 781.25 999.82 13.78 6.37 0.93 2.68 378.35 563.45 1234.57

0 CO- Downstream 780.25 999.82 13.77 6.38 0.92 2.66 376.12 554.04 1236.62

0 Terminus 779.75 999.82 13.77 6.38 0.92 2.66 376.12 554.04 1236.62

Q2kBixbyWLA-Critical-r8O - 5 MGD

Page 280: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Po (ugP/L) Inorg P (ugP/L) Phyto (ug/L) INp (ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk Constituent i Constituent ii

Min Min Min Min Min Min Min Min Min Min

50.00 140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00

49.86 139.48 8.90 0.11 0.04 3.98 0.00 129.98 0.00 0.00

49.72 138.98 8.71 0.21 0.07 3.97 0.00 129.97 0.00 0.00

49.57 138.47 8.53 0.29 0.09 3.95 0.00 129.95 0.00 0.00

49.42 137.97 8.36 0.36 0.11 3.93 0.00 129.93 0.00 0.00

49.24 137.26 8.16 0.43 0.13 3.91 0.00 129.91 0.00 0.00

49.00 136.40 7.96 0.49 0.15 3.90 0.00 129.85 0.00 0.00

48.81 135.69 7.79 0.55 0.16 3.88 0.00 129.82 0.00 0.00

48.64 134.99 7.63 0.60 0.17 3.86 0.00 129.79 0.00 0.00

48.52 134.35 7.54 0.63 0.18 3.85 0.00 129.78 0.00 0.00

48.34 133.75 7.43 0.67 0.19 3.83 0.00 129.75 0.00 0.00

48.20 132.96 7.37 0.71 0.20 3.81 0.00 129.73 0.00 0.00

48.07 132.18 7.34 0.75 0.21 3.80 0.00 129.71 0.00 0.00

47.94 131.40 7.35 0.78 0.22 3.78 0.00 129.69 0.00 0.00

47.82 130.63 7.39 0.81 0.22 3.76 0.00 129.67 0.00 0.00

47.69 129.92 7.47 0.85 0.23 3.75 0.00 129.65 0.00 0.00

47.57 129.22 7.59 0.88 0.24 3.73 0.00 129.63 0.00 0.00

47.39 128.65 7.84 0.93 0.25 3.71 0.00 129.60 0.00 0.00

47.20 128.09 8.14 0.99 0.27 3.68 0.00 129.57 0.00 0.00

47.09 127.35 8.40 1.03 0.28 3.67 0.00 129.56 0.00 0.00

46.97 126.63 8.65 1.06 0.29 3.65 0.00 129.54 0.00 0.00

46.47 132.96 8.84 1.10 0.29 3.73 0.00 129.24 0.00 0.00

46.35 132.14 9.06 1.14 0.30 3.71 0.00 129.19 0.00 0.00

46.24 131.33 9.22 1.18 0.31 3.69 0.00 129.14 0.00 0.00

46.13 130.54 9.32 1.23 0.33 3.67 0.00 129.09 0.00 0.00

46.02 129.74 9.36 1.27 0.34 3.66 0.00 129.04 0.00 0.00

45.91 129.12 9.33 1.32 0.35 3.64 0.00 128.98 0.00 0.00

45.81 128.49 9.26 1.35 0.36 3.62 0.00 128.92 0.00 0.00

45.69 127.86 9.16 1.38 0.36 3.61 0.00 128.87 0.00 0.00

45.29 131.77 9.00 1.41 0.37 3.68 0.00 128.64 0.00 0.00

45.07 131.17 8.86 1.45 0.38 3.65 0.00 128.53 0.00 0.00

44.86 130.57 8.76 1.48 0.38 3.63 0.00 128.43 0.00 0.00

44.54 129.88 8.73 1.53 0.39 3.60 0.00 128.28 0.00 0.00

44.16 129.55 8.83 1.58 0.41 3.57 0.00 128.11 0.00 0.00

44.15 129.55 8.83 1.58 0.41 3.57 0.00 128.11 0.00 0.00

43.91 132.93 8.85 1.58 0.41 3.60 0.00 127.96 0.00 0.00

43.79 132.16 8.89 1.59 0.41 3.59 0.00 127.89 0.00 0.00

43.71 131.48 8.94 1.60 0.41 3.57 0.00 127.84 0.00 0.00

43.63 130.93 8.97 1.61 0.41 3.56 0.00 127.80 0.00 0.00

43.61 130.72 8.99 1.62 0.41 3.56 0.00 127.79 0.00 0.00

40.98 180.45 8.51 1.54 0.39 4.20 0.00 125.96 0.00 0.00

40.90 179.51 8.56 1.56 0.40 4.18 0.00 125.70 0.00 0.00

40.82 178.58 8.60 1.57 0.40 4.16 0.00 125.45 0.00 0.00

40.73 177.65 8.64 1.59 0.40 4.15 0.00 125.21 0.00 0.00

40.67 177.21 8.66 1.60 0.40 4.14 0.00 125.10 0.00 0.00

40.61 176.78 8.67 1.61 0.41 4.13 0.00 124.99 0.00 0.00

40.57 176.43 8.68 1.62 0.41 4.12 0.00 124.91 0.00 0.00

40.12 184.93 8.59 1.60 0.40 4.23 0.00 124.61 0.00 0.00

40.03 184.35 8.59 1.62 0.41 4.22 0.00 124.43 0.00 0.00

39.93 183.78 8.59 1.64 0.41 4.21 0.00 124.26 0.00 0.00

39.84 182.66 8.58 1.65 0.42 4.19 0.00 124.09 0.00 0.00

39.77 182.20 8.56 1.67 0.42 4.18 0.00 123.97 0.00 0.00

39.65 181.23 8.54 1.69 0.42 4.16 0.00 123.78 0.00 0.00

39.54 180.26 8.51 1.71 0.43 4.14 0.00 123.60 0.00 0.00

38.78 176.35 8.35 1.70 0.42 4.06 0.00 123.04 0.00 0.00

38.53 174.64 8.32 1.72 0.43 4.04 0.00 122.76 0.00 0.00

38.31 175.75 8.33 1.74 0.43 4.05 0.00 122.50 0.00 0.00

38.18 175.03 8.32 1.74 0.43 4.07 0.00 122.38 0.00 0.00

38.12 174.59 8.34 1.75 0.43 4.06 0.00 122.29 0.00 0.00

37.98 175.51 8.36 1.75 0.43 4.12 0.00 122.13 0.00 0.00

37.68 179.79 8.36 1.74 0.43 4.19 0.00 121.87 0.00 0.00

37.62 179.11 8.42 1.75 0.43 4.18 0.00 121.74 0.00 0.00

37.55 178.44 8.48 1.76 0.43 4.17 0.00 121.62 0.00 0.00

37.47 177.63 8.57 1.76 0.44 4.15 0.00 121.48 0.00 0.00

37.39 176.83 8.66 1.77 0.44 4.14 0.00 121.35 0.00 0.00

37.19 176.08 8.85 1.80 0.44 4.10 0.00 121.01 0.00 0.00

39.37 193.20 9.02 1.82 0.45 4.34 0.00 120.70 0.00 0.00

39.15 192.36 9.12 1.85 0.45 4.30 0.00 120.36 0.00 0.00

40.34 208.38 9.17 1.83 0.45 4.51 0.00 120.83 0.00 0.00

40.28 207.70 9.17 1.84 0.45 4.49 0.00 120.70 0.00 0.00

40.21 207.02 9.16 1.85 0.45 4.48 0.00 120.57 0.00 0.00

40.15 206.34 9.15 1.86 0.45 4.47 0.00 120.44 0.00 0.00

40.09 205.66 9.12 1.87 0.46 4.45 0.00 120.32 0.00 0.00

40.03 204.98 9.10 1.88 0.46 4.44 0.00 120.20 0.00 0.00

39.96 204.31 9.07 1.89 0.46 4.42 0.00 120.07 0.00 0.00

39.88 203.63 9.03 1.90 0.46 4.41 0.00 119.92 0.00 0.00

39.82 203.22 9.01 1.90 0.46 4.40 0.00 119.83 0.00 0.00

39.31 225.75 8.97 1.89 0.46 4.49 0.00 120.02 0.00 0.00

39.16 224.33 8.90 1.90 0.46 4.47 0.00 119.73 0.00 0.00

39.01 222.90 8.83 1.91 0.46 4.44 0.00 119.46 0.00 0.00

38.87 221.48 8.78 1.91 0.46 4.42 0.00 119.21 0.00 0.00

38.73 220.06 8.75 1.92 0.47 4.39 0.00 118.97 0.00 0.00

38.60 218.65 8.75 1.93 0.47 4.37 0.00 118.76 0.00 0.00

38.52 218.02 8.76 1.94 0.47 4.36 0.00 118.62 0.00 0.00

38.44 217.40 8.78 1.94 0.47 4.34 0.00 118.49 0.00 0.00

38.36 216.78 8.82 1.95 0.47 4.33 0.00 118.37 0.00 0.00

38.28 216.16 8.87 1.95 0.47 4.32 0.00 118.25 0.00 0.00

38.20 215.55 8.94 1.96 0.47 4.30 0.00 118.14 0.00 0.00

38.13 214.94 9.01 1.97 0.48 4.29 0.00 118.03 0.00 0.00

38.05 214.34 9.09 1.97 0.48 4.28 0.00 117.92 0.00 0.00

37.98 213.73 9.19 1.98 0.48 4.26 0.00 117.82 0.00 0.00

37.91 213.14 9.28 1.99 0.48 4.25 0.00 117.72 0.00 0.00

37.84 212.54 9.38 2.00 0.48 4.24 0.00 117.63 0.00 0.00

37.73 212.71 9.48 2.01 0.48 4.27 0.00 117.52 0.00 0.00

37.66 212.12 9.57 2.02 0.49 4.25 0.00 117.42 0.00 0.00

37.60 211.54 9.67 2.03 0.49 4.24 0.00 117.34 0.00 0.00

37.53 210.95 9.75 2.04 0.49 4.23 0.00 117.25 0.00 0.00

37.47 210.37 9.82 2.05 0.49 4.22 0.00 117.17 0.00 0.00

37.40 209.79 9.87 2.06 0.50 4.21 0.00 117.09 0.00 0.00

37.34 209.21 9.91 2.07 0.50 4.19 0.00 117.01 0.00 0.00

37.28 208.64 9.93 2.08 0.50 4.18 0.00 116.94 0.00 0.00

37.22 208.06 9.93 2.10 0.51 4.17 0.00 116.87 0.00 0.00

37.16 207.49 9.92 2.11 0.51 4.16 0.00 116.80 0.00 0.00

37.16 207.49 9.92 2.11 0.51 4.16 0.00 116.80 0.00 0.00

Q2kBixbyWLA-Critical-r8O - 5 MGD

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Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent iii pH Bot Algae QNb QPb TOC TN TP TKN TSS CBODu NH3

Min Min Min Min Min Min Min Min Min Min Min Min

0.00 8.10 0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 15.57

0.00 8.11 0.00 NaN NaN 3.41 1268.70 189.40 774.53 20.85 9.18 15.59

0.00 8.12 0.00 NaN NaN 3.38 1257.04 188.80 768.77 20.79 9.09 15.59

0.00 8.13 0.00 NaN NaN 3.34 1245.12 188.20 762.78 20.73 8.99 15.58

0.00 8.14 0.00 NaN NaN 3.31 1233.06 187.60 756.64 20.68 8.89 15.56

0.00 8.16 0.00 NaN NaN 3.26 1216.31 186.77 748.98 20.61 8.78 15.57

0.00 8.17 0.00 NaN NaN 3.24 1211.97 185.74 750.48 20.55 8.72 16.26

0.00 8.18 0.00 NaN NaN 3.20 1195.63 184.92 742.46 20.48 8.62 16.24

0.00 8.19 0.00 NaN NaN 3.16 1179.82 184.10 734.56 20.41 8.51 16.23

0.00 8.21 0.00 NaN NaN 3.14 1166.20 183.39 729.05 20.36 8.44 16.49

0.00 8.21 0.00 NaN NaN 3.10 1153.22 182.67 721.29 20.31 8.35 16.40

0.00 8.23 0.00 NaN NaN 3.07 1137.55 181.78 714.80 20.25 8.27 16.72

0.00 8.24 0.00 NaN NaN 3.05 1122.58 180.90 708.50 20.20 8.20 17.02

0.00 8.26 0.00 NaN NaN 3.02 1108.24 180.02 702.40 20.15 8.13 17.30

0.00 8.27 0.00 NaN NaN 3.00 1094.50 179.15 696.47 20.10 8.08 17.58

0.00 8.28 0.00 NaN NaN 2.98 1082.13 178.34 690.77 20.06 8.02 17.79

0.00 8.29 0.00 NaN NaN 2.96 1070.20 177.54 685.21 20.03 7.97 18.01

0.00 8.28 0.00 NaN NaN 2.94 1059.93 176.79 677.30 20.00 7.91 17.84

0.00 8.27 0.00 NaN NaN 2.92 1049.93 176.05 669.51 19.98 7.86 17.76

0.00 8.28 0.00 NaN NaN 2.91 1038.11 175.19 664.01 19.96 7.83 18.20

0.00 8.29 0.00 NaN NaN 2.90 1026.78 174.33 658.68 19.93 7.80 18.55

0.00 8.28 0.00 NaN NaN 3.05 1209.61 180.12 821.85 19.99 8.19 36.91

0.00 8.29 0.00 NaN NaN 3.03 1196.53 179.16 809.68 19.96 8.15 36.83

0.00 8.30 0.00 NaN NaN 3.01 1183.84 178.20 797.60 19.92 8.10 36.64

0.00 8.30 0.00 NaN NaN 2.99 1171.52 177.25 785.97 19.88 8.05 36.35

0.00 8.31 0.00 NaN NaN 2.97 1159.51 176.30 774.79 19.83 7.99 35.98

0.00 8.31 0.00 NaN NaN 2.95 1149.85 175.53 764.12 19.78 7.93 35.16

0.00 8.31 0.00 NaN NaN 2.92 1140.30 174.75 753.86 19.73 7.86 34.36

0.00 8.31 0.00 NaN NaN 2.90 1128.03 173.99 743.74 19.67 7.79 33.58

0.00 8.29 0.00 NaN NaN 3.04 1231.45 177.53 832.16 19.72 8.18 43.05

0.00 8.28 0.00 NaN NaN 3.00 1217.96 176.76 811.91 19.65 8.06 40.54

0.00 8.26 0.00 NaN NaN 2.96 1204.77 176.00 792.99 19.59 7.95 38.29

0.00 8.22 0.00 NaN NaN 2.90 1188.94 175.04 765.52 19.52 7.80 34.59

0.00 8.16 0.00 NaN NaN 2.83 1178.05 174.33 735.10 19.47 7.62 29.76

0.00 8.16 0.00 NaN NaN 2.83 1178.02 174.32 735.00 19.47 7.62 29.75

0.00 8.24 0.00 NaN NaN 2.91 1258.53 177.46 808.59 19.47 7.84 42.61

0.00 8.25 0.00 NaN NaN 2.90 1253.51 176.57 804.97 19.43 7.80 43.04

0.00 8.26 0.00 NaN NaN 2.89 1240.83 175.78 795.21 19.39 7.76 42.81

0.00 8.27 0.00 NaN NaN 2.87 1230.77 175.14 787.17 19.36 7.72 42.57

0.00 8.27 0.00 NaN NaN 2.87 1226.85 174.89 784.11 19.35 7.71 42.45

0.00 8.10 0.00 NaN NaN 3.98 2297.22 221.95 1687.19 19.93 10.71 100.92

0.00 8.10 0.00 NaN NaN 3.94 2269.10 220.91 1640.94 19.89 10.59 97.08

0.00 8.10 0.00 NaN NaN 3.89 2240.37 219.88 1596.24 19.84 10.46 93.57

0.00 8.10 0.00 NaN NaN 3.84 2211.34 218.85 1551.56 19.80 10.33 90.36

0.00 8.11 0.00 NaN NaN 3.82 2197.76 218.38 1531.07 19.78 10.27 89.67

0.00 8.11 0.00 NaN NaN 3.79 2184.15 217.91 1510.99 19.76 10.20 88.97

0.00 8.11 0.00 NaN NaN 3.77 2173.13 217.53 1495.95 19.74 10.15 88.48

0.00 8.09 0.00 NaN NaN 3.94 2239.83 225.58 1536.60 19.84 10.59 85.57

0.00 8.08 0.00 NaN NaN 3.90 2222.04 224.94 1505.23 19.81 10.50 82.83

0.00 8.07 0.00 NaN NaN 3.87 2204.38 224.30 1475.18 19.78 10.40 80.36

0.00 8.09 0.00 NaN NaN 3.83 2171.59 223.11 1441.00 19.73 10.29 79.92

0.00 8.08 0.00 NaN NaN 3.80 2158.06 222.61 1419.67 19.71 10.22 77.45

0.00 8.08 0.00 NaN NaN 3.76 2130.01 221.56 1384.21 19.66 10.11 75.31

0.00 8.08 0.00 NaN NaN 3.71 2102.60 220.51 1350.83 19.61 9.99 73.39

0.00 8.05 0.00 NaN NaN 3.72 2154.59 215.86 1361.39 19.25 10.00 66.87

0.00 8.04 0.00 NaN NaN 3.68 2165.25 213.93 1360.03 19.16 9.91 66.22

0.00 8.04 0.00 NaN NaN 3.69 2181.21 214.83 1365.61 19.14 9.92 66.35

0.00 8.04 0.00 NaN NaN 3.70 2179.76 213.99 1362.79 19.15 9.94 65.71

0.00 8.04 0.00 NaN NaN 3.67 2166.78 213.50 1345.94 19.13 9.89 64.97

0.00 8.05 0.00 NaN NaN 3.71 2191.56 214.28 1363.61 19.24 9.97 67.03

0.00 8.04 0.00 NaN NaN 3.88 2279.43 218.27 1434.24 19.31 10.45 70.57

0.00 8.05 0.00 NaN NaN 3.86 2260.30 217.52 1411.50 19.28 10.37 70.37

0.00 8.06 0.00 NaN NaN 3.83 2241.39 216.78 1389.51 19.26 10.30 70.06

0.00 8.07 0.00 NaN NaN 3.80 2218.72 215.89 1363.76 19.23 10.21 69.56

0.00 8.08 0.00 NaN NaN 3.77 2196.41 214.99 1339.02 19.20 10.13 68.96

0.00 8.00 0.00 NaN NaN 3.70 2173.44 214.00 1283.73 19.16 9.95 56.63

0.00 7.91 0.00 NaN NaN 3.85 2332.96 233.25 1323.52 19.59 10.37 50.66

0.00 7.85 0.00 NaN NaN 3.78 2305.26 232.14 1267.18 19.53 10.16 42.75

0.00 7.85 0.00 NaN NaN 4.14 2583.64 249.33 1546.16 19.74 11.15 56.36

0.00 7.87 0.00 NaN NaN 4.11 2570.49 248.58 1523.02 19.71 11.05 57.94

0.00 7.89 0.00 NaN NaN 4.08 2557.22 247.83 1500.36 19.68 10.96 59.25

0.00 7.91 0.00 NaN NaN 4.04 2543.61 247.07 1478.23 19.65 10.87 60.31

0.00 7.93 0.00 NaN NaN 4.01 2528.92 246.32 1456.72 19.61 10.79 61.32

0.00 7.95 0.00 NaN NaN 3.98 2512.22 245.58 1435.13 19.58 10.71 62.10

0.00 7.97 0.00 NaN NaN 3.95 2494.03 244.83 1408.09 19.55 10.63 62.67

0.00 7.99 0.00 NaN NaN 3.92 2475.06 244.09 1380.60 19.51 10.54 63.07

0.00 7.99 0.00 NaN NaN 3.90 2463.34 243.64 1364.07 19.49 10.48 63.24

0.00 7.99 0.00 NaN NaN 4.04 2580.21 265.67 1472.76 19.56 10.87 70.65

0.00 8.00 0.00 NaN NaN 3.98 2543.67 264.13 1421.24 19.50 10.70 68.57

0.00 8.01 0.00 NaN NaN 3.92 2507.66 262.60 1372.77 19.43 10.54 66.65

0.00 8.02 0.00 NaN NaN 3.86 2472.53 261.07 1327.42 19.37 10.39 64.88

0.00 8.02 0.00 NaN NaN 3.81 2438.37 259.55 1285.07 19.32 10.25 63.26

0.00 8.03 0.00 NaN NaN 3.76 2405.23 258.04 1245.52 19.26 10.12 61.75

0.00 8.03 0.00 NaN NaN 3.73 2390.35 257.35 1222.71 19.24 10.04 60.22

0.00 8.03 0.00 NaN NaN 3.71 2375.66 256.66 1200.70 19.21 9.97 58.83

0.00 8.03 0.00 NaN NaN 3.68 2361.20 255.98 1179.51 19.19 9.90 57.55

0.00 8.03 0.00 NaN NaN 3.66 2346.98 255.30 1159.11 19.17 9.84 56.36

0.00 8.03 0.00 NaN NaN 3.64 2333.02 254.62 1139.51 19.14 9.78 55.25

0.00 8.03 0.00 NaN NaN 3.61 2319.33 253.94 1120.64 19.12 9.72 54.21

0.00 8.03 0.00 NaN NaN 3.59 2305.94 253.27 1102.52 19.11 9.67 53.23

0.00 8.03 0.00 NaN NaN 3.57 2292.87 252.59 1085.12 19.09 9.61 52.31

0.00 8.03 0.00 NaN NaN 3.56 2280.14 251.92 1068.41 19.07 9.56 51.43

0.00 8.03 0.00 NaN NaN 3.54 2267.76 251.25 1052.36 19.06 9.51 50.59

0.00 8.03 0.00 NaN NaN 3.55 2272.77 251.31 1052.03 19.11 9.55 50.49

0.00 8.04 0.00 NaN NaN 3.53 2260.83 250.64 1036.76 19.09 9.50 49.70

0.00 8.04 0.00 NaN NaN 3.52 2249.21 249.97 1022.06 19.07 9.46 48.95

0.00 8.04 0.00 NaN NaN 3.50 2237.88 249.31 1007.89 19.06 9.41 48.23

0.00 8.04 0.00 NaN NaN 3.48 2226.83 248.64 994.22 19.04 9.36 47.55

0.00 8.05 0.00 NaN NaN 3.46 2216.03 247.98 981.01 19.02 9.32 46.90

0.00 8.05 0.00 NaN NaN 3.45 2205.47 247.32 968.24 18.99 9.27 46.28

0.00 8.06 0.00 NaN NaN 3.43 2195.13 246.67 955.88 18.97 9.22 45.69

0.00 8.06 0.00 NaN NaN 3.41 2184.98 246.01 943.90 18.94 9.17 45.14

0.00 8.06 0.00 NaN NaN 3.39 2174.91 245.36 932.26 18.92 9.12 44.61

0.00 8.06 0.00 NaN NaN 3.39 2174.91 245.36 932.26 18.92 9.12 44.61

Q2kBixbyWLA-Critical-r8O - 5 MGD

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Tributary Reach Downstream Downstream Hydraulics Reaeration Reaeration formulas Water

No. Label Label Distance Q, m3/s E', m3/s H, m Btop, m Ac, m^2 U, mps trav time, d Slope ka,20, /d water/wind Drop (m)

0 Mainstem headwater (Keyst 867.43 29.15 14.57 0.55 218.50 119.34 0.24 0.00 0.000360

0 Mainstem headwater (Keyst 866.63 29.15 14.57 0.55 218.50 119.34 0.24 0.04 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.82 29.15 14.57 0.55 218.50 119.34 0.24 0.08 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 865.02 29.15 14.57 0.55 218.50 119.34 0.24 0.11 0.000400 4.81 O'Conn/No wind 0.00

0 Mainstem headwater (Keyst 864.22 29.15 14.57 0.55 218.50 119.34 0.24 0.15 0.000400 4.81 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 863.41 29.15 14.57 0.48 302.62 143.84 0.20 0.20 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 862.61 29.18 14.59 0.48 302.72 143.95 0.20 0.24 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.80 29.18 14.59 0.48 302.72 143.95 0.20 0.29 0.000400 5.40 O'Conn/No wind 0.00

0 M8- Middle of Dam-8 pool 861.00 29.18 16.21 0.48 302.72 143.95 0.20 0.34 0.000400 5.40 O'Conn/No wind 0.00

0 L8- Lower Dam-8 pool to D 860.35 29.18 11.67 0.37 331.80 121.13 0.24 0.37 0.000400 8.74 O'Conn/No wind 0.00

0 D8- Dam #8 to downstream 859.39 29.18 15.92 0.56 224.56 126.60 0.23 0.42 0.000400 4.46 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 858.58 29.18 14.59 0.37 331.80 121.13 0.24 0.45 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 857.78 29.18 14.59 0.37 331.80 121.13 0.24 0.49 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.97 29.18 14.59 0.37 331.80 121.13 0.24 0.53 0.000400 8.74 O'Conn/No wind 0.00

0 T7- Top of Dam-7 pool 856.17 29.18 14.59 0.37 331.80 121.13 0.24 0.57 0.000400 8.74 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 855.36 29.18 14.59 0.39 310.26 121.24 0.24 0.61 0.000400 7.89 O'Conn/No wind 0.00

0 M7- Middle of Dam-7 pool 854.56 29.18 15.36 0.39 310.26 121.24 0.24 0.65 0.000400 7.89 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.84 29.18 14.59 0.68 321.05 217.13 0.13 0.71 0.000400 2.59 O'Conn/No wind 0.00

0 L7- Lower Dam-7 pool 853.11 29.18 13.13 0.68 321.05 217.13 0.13 0.77 0.000400 2.59 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 852.23 29.18 14.59 0.38 306.59 115.29 0.25 0.81 0.000400 8.57 O'Conn/No wind 0.00

0 D7- Dam #7 to S-Springs W 851.34 29.18 13.96 0.38 306.59 115.29 0.25 0.85 0.000400 8.57 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 850.38 29.42 14.71 0.38 307.12 115.96 0.25 0.90 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 849.41 29.42 14.71 0.38 307.12 115.96 0.25 0.94 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 848.44 29.42 14.71 0.38 307.12 115.96 0.25 0.99 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 847.48 29.42 14.71 0.38 307.12 115.96 0.25 1.03 0.000400 8.53 O'Conn/No wind 0.00

0 SS- S-Springs Main to dow 846.51 29.42 16.05 0.38 307.12 115.96 0.25 1.07 0.000400 8.53 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 845.71 29.42 14.71 0.48 303.47 144.71 0.20 1.12 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.90 29.42 14.71 0.48 303.47 144.71 0.20 1.17 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 844.10 29.42 14.71 0.48 303.47 144.71 0.20 1.21 0.000400 5.38 O'Conn/No wind 0.00

0 CH- Channel u/s Sun Refin 843.29 29.58 14.79 0.48 303.96 145.20 0.20 1.26 0.000400 5.37 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 842.49 29.58 14.79 0.71 295.98 210.07 0.14 1.32 0.000400 2.47 O'Conn/No wind 0.00

0 SR- Sun Refinery to Zink 841.68 29.58 13.44 0.71 295.98 210.07 0.14 1.39 0.000400 2.47 O'Conn/No wind 0.00

0 MZ- Middle of Zink Lake p 840.72 29.58 17.75 0.93 316.27 292.65 0.10 1.50 0.000400 1.40 O'Conn/No wind 0.00

0 LZ- Lower Zink Lake pool 840.08 29.58 29.33 1.60 351.60 562.26 0.05 1.64 0.000400 0.45 O'Conn/No wind 0.00

0 ZD-Zinc Dam 840.07 29.58 0.00 2.09 100.00 208.96 0.14 1.64 0.000400 0.49 O'Conn/No wind 1.87

0 ZD- Zink Dam and Sinclair 839.59 29.71 11.06 0.22 397.84 88.04 0.34 1.66 0.000400 14.00 Specified/No wind 0.00

0 T6- Top of Dam-6 pool and 838.79 29.73 14.87 0.35 304.58 105.85 0.28 1.69 0.000400 10.00 Specified/No wind 0.00

0 T6- Top of Dam-6 pool and 837.98 29.73 14.87 0.35 304.58 105.85 0.28 1.72 0.000400 10.00 Specified/No wind 0.00

0 M6- Middle of Dam-6 pool 837.18 29.73 21.24 0.37 248.06 91.27 0.33 1.75 0.000400 10.00 Specified/No wind 0.00

0 L6- Lower Dam-6 pool 836.86 29.73 8.49 0.36 244.24 87.27 0.34 1.76 0.000400 10.00 Specified/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 836.05 31.57 15.79 0.40 313.57 125.65 0.25 1.80 0.000400 7.77 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 835.25 31.57 15.79 0.40 313.57 125.65 0.25 1.84 0.000400 7.77 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 834.44 31.57 15.79 0.40 313.57 125.65 0.25 1.88 0.000400 7.77 O'Conn/No wind 0.00

0 D6- Dam #6 and Tulsa S-Si 833.64 31.57 17.54 0.40 313.57 125.65 0.25 1.91 0.000400 7.77 O'Conn/No wind 0.00

0 M5- Middle of Dam-5 pool 832.99 31.57 15.79 0.40 181.30 72.98 0.43 1.93 0.000400 10.00 Specified/No wind 0.00

0 M5- Middle of Dam-5 pool 832.35 31.57 18.04 0.40 181.30 72.98 0.43 1.95 0.000400 10.00 Specified/No wind 0.00

0 L5- Lower Dam-5 pool 831.87 31.57 18.94 0.37 195.45 72.89 0.43 1.96 0.000400 10.00 Specified/No wind 0.00

0 D5- Dam #5 and Sapulpa WW 831.55 31.91 7.98 0.32 175.66 56.92 0.56 1.97 0.000400 10.00 Specified/No wind 0.00

0 T4- Top of Dam-4 pool 830.58 31.91 15.95 0.53 158.99 84.40 0.38 2.00 0.000400 6.25 O'Conn/No wind 0.00

0 T4- Top of Dam-4 pool 829.61 31.91 15.95 0.53 158.99 84.40 0.38 2.03 0.000400 6.25 O'Conn/No wind 0.00

0 M4- Middle of Dam-4 pool 828.65 31.91 21.27 0.31 297.74 91.55 0.35 2.06 0.000400 10.00 Specified/No wind 0.00

0 L4- Lower Dam-4 pool 828.17 31.91 11.49 0.52 250.08 130.98 0.24 2.08 0.000400 5.12 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 827.31 31.91 15.95 0.42 298.66 126.51 0.25 2.12 0.000400 7.16 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 826.45 31.91 15.95 0.42 298.66 126.51 0.25 2.16 0.000400 7.16 O'Conn/No wind 0.00

0 D4- Dam #4 and top of Dam 825.59 32.44 15.97 0.43 300.06 127.94 0.25 2.20 0.000400 7.11 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 824.71 32.55 16.28 0.43 352.89 150.24 0.22 2.25 0.000400 6.59 O'Conn/No wind 0.00

0 M3- Middle of Dam-3 pool 823.82 32.64 21.12 0.43 353.44 150.66 0.22 2.29 0.000400 6.57 O'Conn/No wind 0.00

0 L3- Lower Dam-3 pool 823.34 32.71 14.02 0.51 198.23 100.84 0.32 2.31 0.000400 6.17 O'Conn/No wind 0.00

0 D3- Dam #3 and downstream 822.69 32.71 13.77 0.51 198.23 100.84 0.32 2.33 0.000400 6.17 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 821.81 32.78 16.39 0.44 214.45 93.31 0.35 2.36 0.000400 8.12 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.92 32.97 16.49 0.44 214.85 93.77 0.35 2.39 0.000400 8.08 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 820.04 32.97 16.49 0.44 214.85 93.77 0.35 2.42 0.000400 8.08 O'Conn/No wind 0.00

0 US - Top Dam2 pool to Bix 819.15 32.97 14.85 0.44 214.85 93.77 0.35 2.45 0.000400 8.08 O'Conn/No wind 0.00

0 R1- Bixby N to Mid Pool 818.07 32.97 16.49 0.44 214.85 93.77 0.35 2.49 0.000400 8.08 O'Conn/No wind 0.00

0 L2- Mid pool to Dam2 816.99 32.97 17.04 0.44 214.85 93.77 0.35 2.52 0.000400 8.08 O'Conn/No wind 0.00

0 D2- Dam2 to Bixby South w 815.98 32.97 16.21 1.04 258.87 269.36 0.12 2.62 0.000400 1.30 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 814.94 33.19 16.60 1.04 259.17 270.27 0.12 2.71 0.000400 1.29 O'Conn/No wind 0.00

0 T1- Bixby south to RMUA H 813.89 33.19 17.53 1.04 259.17 270.27 0.12 2.81 0.000400 1.29 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.96 33.89 16.95 0.48 185.88 88.84 0.38 2.84 0.000400 7.35 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 812.03 33.89 16.95 0.48 185.88 88.84 0.38 2.87 0.000400 7.35 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 811.09 33.89 16.95 0.48 185.88 88.84 0.38 2.90 0.000400 7.35 O'Conn/No wind 0.00

0 M1- Haikey Ck to Mid Dam1 810.16 33.89 16.98 0.48 185.88 88.84 0.38 2.93 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 809.23 33.89 16.95 0.48 185.88 88.84 0.38 2.95 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 808.30 33.89 16.95 0.48 185.88 88.84 0.38 2.98 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 807.37 33.89 16.95 0.48 185.88 88.84 0.38 3.01 0.000400 7.35 O'Conn/No wind 0.00

0 L1- Mid Dam1 Pool to Dam1 806.44 33.89 21.16 0.48 185.88 88.84 0.38 3.04 0.000400 7.35 O'Conn/No wind 0.00

0 X1- Dam1 to Broken Arrow 805.88 33.89 10.72 0.48 185.88 88.84 0.38 3.06 0.000400 7.35 O'Conn/No wind 0.00

0 D1- BA WWTP 1/4 way to Co 804.67 34.25 18.80 0.48 186.27 89.43 0.38 3.09 0.000400 7.31 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 803.68 34.25 17.12 0.45 330.22 148.25 0.23 3.14 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 802.68 34.25 17.12 0.45 330.22 148.25 0.23 3.19 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 801.69 34.25 17.12 0.45 330.22 148.25 0.23 3.24 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 800.69 34.25 17.12 0.45 330.22 148.25 0.23 3.29 0.000400 6.28 O'Conn/No wind 0.00

0 BA- Downstream of BA wwtp 799.70 34.25 17.12 0.45 330.22 148.25 0.23 3.34 0.000400 6.28 O'Conn/No wind 0.00

0 BF- Further d/s towards C 798.71 34.25 17.12 0.61 150.32 92.35 0.37 3.37 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 797.71 34.25 17.12 0.61 150.32 92.35 0.37 3.40 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 796.72 34.25 17.12 0.61 150.32 92.35 0.37 3.43 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 795.72 34.25 17.12 0.61 150.32 92.35 0.37 3.47 0.000400 4.97 O'Conn/No wind 0.00

0 BF- Further d/s towards C 794.73 34.25 17.11 0.61 150.32 92.35 0.37 3.50 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 793.73 34.25 17.12 0.61 150.32 92.35 0.37 3.53 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 792.74 34.25 17.12 0.61 150.32 92.35 0.37 3.56 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 791.74 34.25 17.12 0.61 150.32 92.35 0.37 3.59 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 790.75 34.25 17.12 0.61 150.32 92.35 0.37 3.62 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of BA to C 789.75 34.25 17.09 0.61 150.32 92.35 0.37 3.65 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 788.75 34.28 17.14 0.61 150.31 92.38 0.37 3.68 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 787.75 34.28 17.14 0.61 150.31 92.38 0.37 3.71 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 786.75 34.28 17.14 0.61 150.31 92.38 0.37 3.75 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 785.75 34.28 17.14 0.61 150.31 92.38 0.37 3.78 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 784.75 34.28 17.14 0.61 150.31 92.38 0.37 3.81 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 783.75 34.28 17.14 0.61 150.31 92.38 0.37 3.84 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 782.75 34.28 17.14 0.61 150.31 92.38 0.37 3.87 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 781.75 34.28 17.14 0.61 150.31 92.38 0.37 3.90 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 780.75 34.28 17.14 0.61 150.31 92.38 0.37 3.93 0.000400 4.97 O'Conn/No wind 0.00

0 CO- Downstream of Coweta 779.75 34.28 17.14 0.61 150.31 92.38 0.37 3.96 0.000400 4.97 O'Conn/No wind 0.00

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Tributary

No. Reach Label x(km) cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L) CBODf (mgO2/L) No(ugN/L) NH4(ugN/L) NO3(ugN/L)

0 Mainstem headwa 867.43 1157.00 16.00 5.90 2.00 2.00 630.00 150.00 500.00

0 Mainstem headwa 867.03 1157.00 15.98 6.05 1.95 1.99 624.32 150.45 494.43

0 Mainstem headwa 866.23 1157.00 15.96 6.18 1.91 1.98 618.69 150.83 489.01

0 Mainstem headwa 865.42 1157.00 15.93 6.29 1.86 1.97 613.12 151.16 483.74

0 Mainstem headwa 864.62 1157.00 15.91 6.37 1.82 1.96 607.60 151.43 478.59

0 M8- Middle of D 863.81 1157.00 15.88 6.47 1.77 1.94 600.96 151.59 470.93

0 M8- Middle of D 863.01 1155.70 15.85 6.54 1.74 1.97 595.95 161.26 466.61

0 M8- Middle of D 862.20 1155.70 15.82 6.60 1.69 1.96 589.45 160.91 459.63

0 M8- Middle of D 861.40 1155.70 15.79 6.65 1.64 1.94 583.03 160.50 452.85

0 L8- Lower Dam-8 860.68 1155.70 15.76 6.72 1.61 1.93 578.66 160.05 445.94

0 D8- Dam #8 to d 859.87 1155.70 15.73 6.72 1.56 1.92 572.10 159.63 441.11

0 T7- Top of Dam- 858.99 1155.70 15.70 6.79 1.53 1.90 566.76 158.99 432.87

0 T7- Top of Dam- 858.18 1155.70 15.67 6.84 1.49 1.89 561.49 158.30 424.88

0 T7- Top of Dam- 857.38 1155.70 15.63 6.87 1.46 1.88 556.27 157.59 417.13

0 T7- Top of Dam- 856.57 1155.70 15.60 6.90 1.42 1.87 551.11 156.84 409.59

0 M7- Middle of D 855.77 1155.70 15.57 6.91 1.39 1.85 546.03 156.12 403.01

0 M7- Middle of D 854.96 1155.70 15.54 6.92 1.36 1.84 541.01 155.38 396.60

0 L7- Lower Dam-7 854.20 1155.70 15.51 6.85 1.31 1.82 533.33 154.67 393.74

0 L7- Lower Dam-7 853.47 1155.70 15.48 6.78 1.26 1.81 525.79 153.91 390.91

0 D7- Dam #7 to S 852.67 1155.70 15.45 6.84 1.23 1.79 520.76 153.03 384.11

0 D7- Dam #7 to S 851.78 1155.70 15.42 6.89 1.20 1.78 515.79 152.12 377.50

0 SS- S-Springs M 850.86 1146.23 15.38 6.87 1.28 2.05 522.48 347.10 397.57

0 SS- S-Springs M 849.89 1146.23 15.34 6.88 1.25 2.03 517.07 338.84 395.95

0 SS- S-Springs M 848.93 1146.23 15.31 6.90 1.21 2.02 511.72 330.83 394.12

0 SS- S-Springs M 847.96 1146.23 15.27 6.91 1.18 2.00 506.43 323.07 392.11

0 SS- S-Springs M 847.00 1146.23 15.23 6.92 1.15 1.98 501.20 315.55 389.93

0 CH- Channel u/s 846.11 1146.23 15.20 6.89 1.12 1.96 495.91 308.39 390.12

0 CH- Channel u/s 845.31 1146.23 15.18 6.88 1.09 1.94 490.68 301.46 390.07

0 CH- Channel u/s 844.50 1146.23 15.15 6.86 1.06 1.92 485.52 294.76 389.80

0 CH- Channel u/s 843.70 1140.23 15.14 6.81 1.14 2.25 488.28 404.12 406.46

0 SR- Sun Refiner 842.89 1140.23 15.11 6.72 1.10 2.21 481.08 390.02 414.88

0 SR- Sun Refiner 842.09 1140.23 15.08 6.64 1.06 2.18 474.01 376.63 422.40

0 MZ- Middle of Z 841.20 1140.23 15.05 6.46 0.99 2.12 462.64 356.64 436.95

0 LZ- Lower Zink 840.40 1140.23 15.02 6.14 0.91 2.04 448.78 334.42 460.08

0 ZD-Zinc Dam 840.07 1140.23 15.02 6.13 0.91 2.04 448.74 334.35 460.16

0 ZD- Zink Dam an 839.83 1135.05 14.99 6.90 0.97 2.20 453.95 419.93 467.38

0 T6- Top of Dam- 839.19 1134.37 14.95 6.92 0.96 2.19 451.34 418.16 466.98

0 T6- Top of Dam- 838.39 1134.37 14.93 6.93 0.94 2.17 447.85 409.45 464.94

0 M6- Middle of D 837.58 1134.37 14.90 6.94 0.92 2.15 444.87 402.16 463.64

0 L6- Lower Dam-6 837.02 1134.37 14.89 6.95 0.92 2.14 443.73 399.38 463.01

0 D6- Dam #6 and 836.45 1068.26 14.87 6.56 1.70 4.12 529.84 1426.08 634.96

0 D6- Dam #6 and 835.65 1068.26 14.84 6.49 1.66 4.04 525.27 1384.54 657.18

0 D6- Dam #6 and 834.85 1068.26 14.82 6.45 1.63 3.96 520.74 1344.23 677.64

0 D6- Dam #6 and 834.04 1068.26 14.79 6.43 1.59 3.89 516.25 1305.10 696.39

0 M5- Middle of D 833.32 1068.26 14.78 6.45 1.57 3.84 514.17 1287.14 704.78

0 M5- Middle of D 832.67 1068.26 14.76 6.46 1.56 3.80 512.10 1269.40 712.83

0 L5- Lower Dam-5 832.11 1068.26 14.75 6.48 1.55 3.77 510.54 1256.04 718.18

0 D5- Dam #5 and 831.71 1056.94 14.75 6.44 1.66 4.04 525.48 1289.83 744.61

0 T4- Top of Dam- 831.06 1056.94 14.73 6.40 1.63 3.99 521.92 1261.31 760.74

0 T4- Top of Dam- 830.10 1056.94 14.72 6.37 1.60 3.93 518.39 1233.47 775.95

0 M4- Middle of D 829.13 1056.94 14.69 6.43 1.57 3.86 514.42 1200.72 782.25

0 L4- Lower Dam-4 828.41 1056.94 14.67 6.38 1.55 3.82 511.71 1180.03 792.73

0 D4- Dam #4 and 827.74 1056.94 14.65 6.38 1.51 3.74 507.05 1144.32 805.43

0 D4- Dam #4 and 826.88 1056.94 14.62 6.39 1.48 3.67 502.43 1109.70 816.72

0 D4- Dam #4 and 826.02 1039.51 14.35 6.35 1.52 3.78 522.36 1097.43 862.46

0 M3- Middle of D 825.15 1036.01 14.29 6.34 1.49 3.72 521.58 1095.39 880.68

0 M3- Middle of D 824.26 1033.22 14.26 6.33 1.48 3.72 519.85 1102.31 897.17

0 L3- Lower Dam-3 823.58 1030.94 14.25 6.32 1.48 3.72 516.66 1102.02 900.69

0 D3- Dam #3 and 823.02 1030.94 14.24 6.32 1.46 3.69 513.95 1083.20 907.59

0 US - Top Dam2 p 822.25 1028.96 14.28 6.36 1.46 3.70 513.34 1104.16 918.25

0 US - Top Dam2 p 821.37 1022.76 14.28 6.37 1.59 4.03 518.78 1183.53 938.88

0 US - Top Dam2 p 820.48 1022.76 14.26 6.39 1.57 3.97 515.30 1157.24 946.25

0 US - Top Dam2 p 819.60 1022.76 14.24 6.42 1.54 3.91 511.85 1131.48 952.90

0 R1- Bixby N to 818.61 1022.76 14.22 6.44 1.51 3.85 507.67 1100.86 960.00

0 L2- Mid pool to 817.53 1022.76 14.20 6.47 1.48 3.78 503.53 1071.04 966.12

0 D2- Dam2 to Bix 816.49 1022.76 14.17 6.04 1.40 3.65 493.14 1005.54 1009.88

0 T1- Bixby south 815.46 1018.76 14.35 5.63 1.47 3.73 488.79 1052.78 1139.68

0 T1- Bixby south 814.42 1018.76 14.32 5.33 1.39 3.60 478.44 988.38 1177.24

0 M1- Haikey Ck t 813.43 1006.34 14.32 5.48 1.64 4.22 484.03 1328.15 1177.50

0 M1- Haikey Ck t 812.49 1006.34 14.30 5.65 1.61 4.15 480.92 1300.93 1191.16

0 M1- Haikey Ck t 811.56 1006.34 14.28 5.80 1.59 4.08 477.83 1274.04 1204.19

0 M1- Haikey Ck t 810.63 1006.34 14.26 5.91 1.56 4.02 474.76 1247.50 1216.58

0 L1- Mid Dam1 Po 809.70 1006.34 14.25 6.02 1.54 3.96 471.72 1221.45 1228.28

0 L1- Mid Dam1 Po 808.77 1006.34 14.23 6.10 1.51 3.91 468.70 1195.80 1239.33

0 L1- Mid Dam1 Po 807.84 1006.34 14.21 6.17 1.49 3.85 465.69 1170.57 1249.75

0 L1- Mid Dam1 Po 806.91 1006.34 14.20 6.23 1.46 3.80 462.70 1145.78 1259.53

0 X1- Dam1 to Bro 806.16 1006.34 14.19 6.26 1.45 3.77 460.91 1131.02 1265.19

0 D1- BA WWTP 1/4 805.28 1000.80 14.17 6.25 1.55 4.03 461.02 1275.44 1273.56

0 BA- Downstream 804.17 1000.80 14.14 6.25 1.51 3.93 455.78 1227.75 1291.69

0 BA- Downstream 803.18 1000.80 14.11 6.26 1.46 3.84 450.60 1181.75 1307.67

0 BA- Downstream 802.19 1000.80 14.08 6.27 1.42 3.75 445.47 1137.41 1321.61

0 BA- Downstream 801.19 1000.80 14.05 6.29 1.38 3.66 440.41 1094.68 1333.59

0 BA- Downstream 800.20 1000.80 14.02 6.32 1.34 3.58 435.40 1053.54 1343.74

0 BF- Further d/s 799.20 1000.80 14.00 6.30 1.31 3.54 432.36 1029.73 1354.07

0 BF- Further d/s 798.21 1000.80 13.99 6.29 1.29 3.49 429.35 1006.51 1363.73

0 BF- Further d/s 797.22 1000.80 13.98 6.29 1.27 3.45 426.36 983.86 1372.74

0 BF- Further d/s 796.22 1000.80 13.96 6.29 1.24 3.41 423.39 961.76 1381.13

0 BF- Further d/s 795.23 1000.80 13.95 6.29 1.22 3.37 420.45 940.22 1388.93

0 CO- Downstream 794.23 1000.80 13.93 6.30 1.20 3.33 417.52 919.17 1396.17

0 CO- Downstream 793.24 1000.80 13.92 6.31 1.18 3.29 414.62 898.64 1402.85

0 CO- Downstream 792.24 1000.80 13.91 6.31 1.16 3.25 411.74 878.63 1409.01

0 CO- Downstream 791.24 1000.80 13.89 6.33 1.13 3.21 408.88 859.13 1414.67

0 CO- Downstream 790.25 1000.80 13.88 6.34 1.11 3.17 406.05 840.12 1419.85

0 CO- Downstream 789.25 999.82 13.89 6.34 1.11 3.17 404.76 838.54 1426.50

0 CO- Downstream 788.25 999.82 13.88 6.35 1.09 3.14 401.95 820.00 1431.15

0 CO- Downstream 787.25 999.82 13.87 6.37 1.07 3.10 399.15 801.95 1435.37

0 CO- Downstream 786.25 999.82 13.85 6.38 1.05 3.07 396.38 784.38 1439.18

0 CO- Downstream 785.25 999.82 13.84 6.39 1.03 3.04 393.63 767.28 1442.62

0 CO- Downstream 784.25 999.82 13.82 6.41 1.01 3.01 390.89 750.64 1445.71

0 CO- Downstream 783.25 999.82 13.81 6.42 0.99 2.98 388.17 734.47 1448.48

0 CO- Downstream 782.25 999.82 13.80 6.44 0.97 2.95 385.48 718.75 1450.96

0 CO- Downstream 781.25 999.82 13.78 6.45 0.96 2.92 382.80 703.46 1453.16

0 CO- Downstream 780.25 999.82 13.77 6.47 0.94 2.89 380.14 688.60 1455.10

0 Terminus 779.75 999.82 13.77 6.47 0.94 2.89 380.14 688.60 1455.10

Q2kBixbyWLA-8OMax-Critical 5MGD

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Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

ConstituentConstituentConstituent

Po (ugP/L) Inorg P (ugP/L) Phyto (ugA/L) INp(ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk i ii iii

50.00 140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00

49.87 139.49 9.14 0.12 0.04 3.98 0.00 129.99 0.00 0.00 0.00

49.74 138.98 9.19 0.22 0.07 3.97 0.00 129.97 0.00 0.00 0.00

49.61 138.49 9.26 0.30 0.10 3.95 0.00 129.96 0.00 0.00 0.00

49.49 138.00 9.33 0.38 0.12 3.93 0.00 129.94 0.00 0.00 0.00

49.33 137.30 9.44 0.47 0.14 3.91 0.00 129.92 0.00 0.00 0.00

49.12 136.46 9.53 0.54 0.16 3.91 0.00 129.87 0.00 0.00 0.00

48.97 135.77 9.63 0.61 0.18 3.89 0.00 129.84 0.00 0.00 0.00

48.82 135.09 9.73 0.68 0.20 3.87 0.00 129.82 0.00 0.00 0.00

48.72 134.47 9.80 0.72 0.21 3.85 0.00 129.81 0.00 0.00 0.00

48.56 133.89 9.87 0.79 0.22 3.84 0.00 129.78 0.00 0.00 0.00

48.44 133.12 9.94 0.83 0.23 3.82 0.00 129.76 0.00 0.00 0.00

48.31 132.36 10.00 0.88 0.25 3.80 0.00 129.74 0.00 0.00 0.00

48.19 131.60 10.05 0.92 0.26 3.79 0.00 129.73 0.00 0.00 0.00

48.06 130.85 10.10 0.96 0.27 3.77 0.00 129.71 0.00 0.00 0.00

47.94 130.15 10.14 1.00 0.28 3.75 0.00 129.69 0.00 0.00 0.00

47.82 129.46 10.18 1.04 0.28 3.74 0.00 129.67 0.00 0.00 0.00

47.62 128.90 10.18 1.09 0.30 3.72 0.00 129.64 0.00 0.00 0.00

47.43 128.34 10.18 1.15 0.31 3.69 0.00 129.61 0.00 0.00 0.00

47.30 127.60 10.20 1.18 0.32 3.68 0.00 129.59 0.00 0.00 0.00

47.18 126.86 10.22 1.21 0.33 3.66 0.00 129.57 0.00 0.00 0.00

46.66 133.16 10.18 1.23 0.33 3.74 0.00 129.26 0.00 0.00 0.00

46.53 132.32 10.22 1.27 0.34 3.72 0.00 129.19 0.00 0.00 0.00

46.39 131.49 10.28 1.30 0.35 3.70 0.00 129.13 0.00 0.00 0.00

46.26 130.66 10.34 1.33 0.35 3.68 0.00 129.07 0.00 0.00 0.00

46.13 129.83 10.42 1.36 0.36 3.67 0.00 129.01 0.00 0.00 0.00

45.99 129.19 10.49 1.39 0.37 3.65 0.00 128.95 0.00 0.00 0.00

45.86 128.54 10.56 1.42 0.37 3.63 0.00 128.89 0.00 0.00 0.00

45.72 127.90 10.62 1.45 0.38 3.62 0.00 128.83 0.00 0.00 0.00

45.35 131.81 10.63 1.47 0.38 3.68 0.00 128.60 0.00 0.00 0.00

45.16 131.23 10.68 1.51 0.39 3.66 0.00 128.48 0.00 0.00 0.00

44.97 130.65 10.71 1.55 0.40 3.64 0.00 128.37 0.00 0.00 0.00

44.66 129.98 10.67 1.60 0.41 3.61 0.00 128.20 0.00 0.00 0.00

44.27 129.65 10.41 1.66 0.42 3.57 0.00 127.99 0.00 0.00 0.00

44.27 129.65 10.41 1.66 0.42 3.57 0.00 127.99 0.00 0.00 0.00

44.02 133.03 10.37 1.66 0.42 3.61 0.00 127.83 0.00 0.00 0.00

43.90 132.25 10.40 1.67 0.43 3.59 0.00 127.75 0.00 0.00 0.00

43.81 131.56 10.44 1.68 0.43 3.58 0.00 127.69 0.00 0.00 0.00

43.73 131.00 10.48 1.69 0.43 3.57 0.00 127.64 0.00 0.00 0.00

43.70 130.77 10.50 1.70 0.43 3.57 0.00 127.62 0.00 0.00 0.00

41.05 180.49 9.95 1.62 0.41 4.21 0.00 125.74 0.00 0.00 0.00

40.96 179.55 10.01 1.63 0.41 4.20 0.00 125.49 0.00 0.00 0.00

40.86 178.62 10.07 1.65 0.42 4.18 0.00 125.24 0.00 0.00 0.00

40.76 177.70 10.14 1.66 0.42 4.16 0.00 125.00 0.00 0.00 0.00

40.72 177.27 10.17 1.67 0.42 4.15 0.00 124.88 0.00 0.00 0.00

40.67 176.84 10.21 1.68 0.42 4.14 0.00 124.78 0.00 0.00 0.00

40.64 176.50 10.23 1.68 0.42 4.14 0.00 124.69 0.00 0.00 0.00

40.19 185.00 10.14 1.67 0.42 4.25 0.00 124.39 0.00 0.00 0.00

40.12 184.44 10.18 1.68 0.42 4.24 0.00 124.20 0.00 0.00 0.00

40.04 183.88 10.22 1.69 0.42 4.22 0.00 124.02 0.00 0.00 0.00

39.96 182.78 10.28 1.71 0.43 4.21 0.00 123.83 0.00 0.00 0.00

39.90 182.34 10.31 1.71 0.43 4.20 0.00 123.70 0.00 0.00 0.00

39.80 181.39 10.37 1.73 0.43 4.18 0.00 123.47 0.00 0.00 0.00

39.70 180.45 10.42 1.75 0.43 4.16 0.00 123.26 0.00 0.00 0.00

38.95 176.56 10.30 1.73 0.43 4.07 0.00 122.66 0.00 0.00 0.00

38.70 174.88 10.33 1.74 0.43 4.06 0.00 122.33 0.00 0.00 0.00

38.48 176.00 10.35 1.76 0.44 4.07 0.00 122.01 0.00 0.00 0.00

38.36 175.29 10.35 1.76 0.44 4.08 0.00 121.87 0.00 0.00 0.00

38.30 174.85 10.37 1.77 0.44 4.07 0.00 121.75 0.00 0.00 0.00

38.16 175.78 10.37 1.78 0.44 4.14 0.00 121.55 0.00 0.00 0.00

37.86 180.07 10.34 1.78 0.44 4.21 0.00 121.25 0.00 0.00 0.00

37.79 179.39 10.37 1.79 0.44 4.19 0.00 121.08 0.00 0.00 0.00

37.72 178.72 10.39 1.80 0.44 4.18 0.00 120.92 0.00 0.00 0.00

37.63 177.90 10.42 1.81 0.44 4.16 0.00 120.73 0.00 0.00 0.00

37.55 177.09 10.46 1.82 0.45 4.15 0.00 120.54 0.00 0.00 0.00

37.33 176.31 10.40 1.85 0.45 4.11 0.00 120.07 0.00 0.00 0.00

39.48 193.41 10.32 1.86 0.46 4.34 0.00 119.64 0.00 0.00 0.00

39.24 192.54 10.26 1.89 0.46 4.30 0.00 119.18 0.00 0.00 0.00

40.43 208.55 10.27 1.86 0.45 4.51 0.00 119.64 0.00 0.00 0.00

40.35 207.87 10.30 1.87 0.45 4.50 0.00 119.46 0.00 0.00 0.00

40.28 207.19 10.32 1.87 0.46 4.48 0.00 119.28 0.00 0.00 0.00

40.21 206.51 10.36 1.88 0.46 4.47 0.00 119.11 0.00 0.00 0.00

40.14 205.83 10.39 1.89 0.46 4.46 0.00 118.94 0.00 0.00 0.00

40.07 205.15 10.43 1.90 0.46 4.44 0.00 118.77 0.00 0.00 0.00

40.00 204.47 10.48 1.90 0.46 4.43 0.00 118.61 0.00 0.00 0.00

39.93 203.80 10.52 1.91 0.46 4.42 0.00 118.45 0.00 0.00 0.00

39.89 203.39 10.55 1.92 0.47 4.41 0.00 118.36 0.00 0.00 0.00

39.39 225.93 10.61 1.91 0.46 4.50 0.00 118.55 0.00 0.00 0.00

39.26 224.51 10.69 1.92 0.47 4.47 0.00 118.25 0.00 0.00 0.00

39.14 223.10 10.78 1.94 0.47 4.45 0.00 117.96 0.00 0.00 0.00

39.02 221.70 10.86 1.95 0.47 4.43 0.00 117.68 0.00 0.00 0.00

38.90 220.30 10.93 1.97 0.48 4.40 0.00 117.41 0.00 0.00 0.00

38.77 218.92 11.00 1.98 0.48 4.38 0.00 117.15 0.00 0.00 0.00

38.70 218.31 11.02 1.99 0.48 4.37 0.00 116.99 0.00 0.00 0.00

38.62 217.70 11.05 2.00 0.48 4.35 0.00 116.84 0.00 0.00 0.00

38.55 217.10 11.06 2.01 0.49 4.34 0.00 116.69 0.00 0.00 0.00

38.47 216.49 11.08 2.02 0.49 4.33 0.00 116.54 0.00 0.00 0.00

38.40 215.89 11.09 2.03 0.49 4.31 0.00 116.40 0.00 0.00 0.00

38.33 215.29 11.10 2.04 0.49 4.30 0.00 116.26 0.00 0.00 0.00

38.25 214.69 11.11 2.05 0.49 4.29 0.00 116.13 0.00 0.00 0.00

38.18 214.09 11.11 2.06 0.50 4.27 0.00 115.99 0.00 0.00 0.00

38.10 213.49 11.12 2.06 0.50 4.26 0.00 115.86 0.00 0.00 0.00

38.03 212.90 11.13 2.07 0.50 4.25 0.00 115.74 0.00 0.00 0.00

37.92 213.07 11.12 2.08 0.50 4.28 0.00 115.59 0.00 0.00 0.00

37.85 212.47 11.13 2.08 0.50 4.26 0.00 115.47 0.00 0.00 0.00

37.77 211.87 11.15 2.09 0.50 4.25 0.00 115.35 0.00 0.00 0.00

37.70 211.28 11.16 2.10 0.51 4.24 0.00 115.23 0.00 0.00 0.00

37.63 210.69 11.18 2.11 0.51 4.23 0.00 115.11 0.00 0.00 0.00

37.56 210.10 11.20 2.11 0.51 4.21 0.00 115.00 0.00 0.00 0.00

37.48 209.51 11.22 2.12 0.51 4.20 0.00 114.89 0.00 0.00 0.00

37.41 208.92 11.24 2.13 0.51 4.19 0.00 114.78 0.00 0.00 0.00

37.34 208.34 11.27 2.13 0.51 4.18 0.00 114.68 0.00 0.00 0.00

37.27 207.75 11.29 2.14 0.51 4.16 0.00 114.57 0.00 0.00 0.00

37.27 207.75 11.29 2.14 0.51 4.16 0.00 114.57 0.00 0.00 0.00

Q2kBixbyWLA-8OMax-Critical 5MGD

Page 285: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent Bot Algae QNb QPb TSS

pH (mgA/m2) (ugN/mgA) (ugP/mgA) TOC TN TP TKN (mgD/L) CBODu NH3 DO sat

8.10 0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 15.57 7.14

8.11 0.00 NaN NaN 3.42 1269.31 189.40 774.88 20.87 9.21 16.05 7.14

8.13 0.00 NaN NaN 3.40 1258.75 188.80 769.74 20.84 9.14 16.53 7.15

8.14 0.00 NaN NaN 3.38 1248.32 188.20 764.58 20.81 9.08 16.99 7.15

8.15 0.00 NaN NaN 3.35 1238.00 187.60 759.41 20.78 9.02 17.43 7.16

8.17 0.00 NaN NaN 3.32 1223.94 186.77 753.01 20.74 8.94 18.03 7.17

8.18 0.00 NaN NaN 3.32 1224.36 185.74 757.76 20.71 8.94 19.62 7.17

8.19 0.00 NaN NaN 3.30 1210.61 184.92 750.98 20.67 8.86 20.09 7.18

8.20 0.00 NaN NaN 3.27 1197.06 184.11 744.21 20.63 8.79 20.50 7.19

8.22 0.00 NaN NaN 3.25 1185.37 183.40 739.43 20.59 8.74 21.13 7.19

8.23 0.00 NaN NaN 3.22 1173.62 182.68 732.51 20.56 8.67 21.26 7.20

8.24 0.00 NaN NaN 3.20 1159.45 181.79 726.58 20.51 8.61 21.90 7.20

8.26 0.00 NaN NaN 3.18 1145.55 180.92 720.67 20.47 8.55 22.45 7.21

8.27 0.00 NaN NaN 3.16 1131.90 180.04 714.78 20.42 8.49 22.92 7.21

8.29 0.00 NaN NaN 3.13 1118.50 179.17 708.91 20.38 8.43 23.33 7.22

8.30 0.00 NaN NaN 3.11 1106.17 178.37 703.16 20.34 8.37 23.58 7.22

8.30 0.00 NaN NaN 3.09 1094.03 177.56 697.43 20.29 8.32 23.80 7.22

8.30 0.00 NaN NaN 3.06 1082.83 176.82 689.09 20.24 8.23 23.25 7.22

8.29 0.00 NaN NaN 3.03 1071.75 176.08 680.84 20.19 8.14 22.72 7.23

8.30 0.00 NaN NaN 3.00 1059.08 175.22 674.97 20.15 8.08 23.03 7.23

8.31 0.00 NaN NaN 2.98 1046.63 174.36 669.13 20.10 8.02 23.31 7.23

8.29 0.00 NaN NaN 3.14 1268.39 180.15 870.81 20.13 8.45 51.56 7.23

8.30 0.00 NaN NaN 3.12 1253.13 179.19 857.18 20.08 8.38 50.85 7.23

8.31 0.00 NaN NaN 3.09 1237.98 178.23 843.86 20.03 8.32 50.16 7.24

8.31 0.00 NaN NaN 3.07 1222.95 177.27 830.84 19.99 8.25 49.49 7.24

8.32 0.00 NaN NaN 3.05 1208.04 176.32 818.11 19.94 8.19 48.83 7.24

8.31 0.00 NaN NaN 3.02 1195.81 175.54 805.69 19.90 8.13 47.48 7.24

8.31 0.00 NaN NaN 3.00 1183.64 174.77 793.57 19.86 8.07 46.23 7.25

8.31 0.00 NaN NaN 2.98 1171.53 174.00 781.73 19.83 8.02 45.06 7.25

8.29 0.00 NaN NaN 3.16 1300.33 177.54 893.87 19.89 8.50 59.56 7.25

8.27 0.00 NaN NaN 3.12 1287.50 176.78 872.62 19.84 8.40 55.29 7.25

8.26 0.00 NaN NaN 3.09 1274.60 176.02 852.19 19.80 8.31 51.51 7.25

8.22 0.00 NaN NaN 3.03 1257.83 175.05 820.88 19.73 8.15 45.27 7.25

8.16 0.00 NaN NaN 2.94 1244.94 174.34 784.86 19.63 7.92 37.17 7.25

8.15 0.00 NaN NaN 2.94 1244.91 174.34 784.75 19.63 7.92 37.14 7.25

8.23 0.00 NaN NaN 3.04 1342.92 177.48 875.54 19.63 8.17 54.42 7.25

8.24 0.00 NaN NaN 3.02 1338.16 176.58 871.18 19.59 8.13 55.49 7.25

8.26 0.00 NaN NaN 3.00 1323.93 175.79 858.99 19.55 8.08 55.70 7.25

8.27 0.00 NaN NaN 2.99 1312.36 175.16 848.73 19.52 8.04 55.81 7.25

8.27 0.00 NaN NaN 2.98 1307.81 174.91 844.80 19.51 8.03 55.84 7.25

8.09 0.00 NaN NaN 4.25 2592.49 221.96 1957.53 20.08 11.42 138.82 7.25

8.08 0.00 NaN NaN 4.20 2568.63 220.93 1911.45 20.04 11.29 132.13 7.25

8.07 0.00 NaN NaN 4.15 2544.26 219.90 1866.62 20.00 11.17 126.51 7.26

8.07 0.00 NaN NaN 4.11 2519.40 218.88 1823.01 19.96 11.04 121.75 7.26

8.07 0.00 NaN NaN 4.08 2507.76 218.41 1802.98 19.95 10.98 120.81 7.26

8.07 0.00 NaN NaN 4.06 2496.00 217.94 1783.18 19.93 10.91 119.89 7.26

8.08 0.00 NaN NaN 4.04 2486.44 217.56 1768.26 19.92 10.86 119.36 7.26

8.05 0.00 NaN NaN 4.22 2561.58 225.61 1816.98 20.01 11.36 115.84 7.26

8.04 0.00 NaN NaN 4.19 2545.65 224.98 1784.91 19.99 11.27 111.46 7.26

8.04 0.00 NaN NaN 4.16 2529.51 224.34 1753.56 19.96 11.18 107.60 7.26

8.05 0.00 NaN NaN 4.11 2499.09 223.16 1716.84 19.92 11.06 107.86 7.27

8.04 0.00 NaN NaN 4.09 2486.19 222.67 1693.46 19.90 10.99 103.99 7.27

8.04 0.00 NaN NaN 4.04 2458.53 221.62 1653.10 19.86 10.87 101.08 7.27

8.05 0.00 NaN NaN 4.00 2430.60 220.58 1613.88 19.82 10.75 98.49 7.27

8.01 0.00 NaN NaN 4.01 2483.98 215.94 1621.52 19.46 10.79 90.08 7.27

8.01 0.00 NaN NaN 3.97 2499.40 214.01 1618.72 19.38 10.68 89.26 7.27

8.00 0.00 NaN NaN 3.97 2521.08 214.92 1623.92 19.36 10.69 89.47 7.27

8.00 0.00 NaN NaN 3.98 2521.13 214.08 1620.44 19.37 10.71 88.52 7.27

8.00 0.00 NaN NaN 3.96 2506.51 213.59 1598.92 19.35 10.64 87.31 7.27

8.01 0.00 NaN NaN 3.99 2537.52 214.38 1619.27 19.46 10.73 90.41 7.27

8.00 0.00 NaN NaN 4.19 2642.97 218.36 1704.09 19.52 11.26 95.49 7.27

8.01 0.00 NaN NaN 4.15 2620.57 217.62 1674.32 19.49 11.16 95.14 7.27

8.02 0.00 NaN NaN 4.11 2598.03 216.88 1645.13 19.46 11.07 94.70 7.27

8.03 0.00 NaN NaN 4.07 2570.34 215.98 1610.34 19.42 10.95 94.06 7.27

8.04 0.00 NaN NaN 4.03 2542.51 215.09 1576.39 19.39 10.84 93.33 7.27

7.95 0.00 NaN NaN 3.94 2510.41 214.09 1500.53 19.32 10.59 72.90 7.27

7.86 0.00 NaN NaN 4.08 2683.11 233.34 1543.43 19.72 10.98 62.87 7.27

7.80 0.00 NaN NaN 3.99 2645.95 232.24 1468.71 19.65 10.72 51.86 7.27

7.80 0.00 NaN NaN 4.40 2991.54 249.43 1814.04 19.85 11.82 69.42 7.26

7.83 0.00 NaN NaN 4.35 2974.88 248.68 1783.72 19.83 11.71 71.95 7.26

7.85 0.00 NaN NaN 4.31 2957.93 247.93 1753.75 19.80 11.61 74.14 7.26

7.87 0.00 NaN NaN 4.28 2940.72 247.18 1724.15 19.77 11.50 76.01 7.26

7.89 0.00 NaN NaN 4.24 2923.34 246.43 1695.06 19.74 11.41 77.82 7.27

7.91 0.00 NaN NaN 4.21 2905.73 245.68 1666.39 19.72 11.32 79.31 7.27

7.93 0.00 NaN NaN 4.17 2887.91 244.94 1638.17 19.69 11.23 80.52 7.27

7.94 0.00 NaN NaN 4.14 2869.92 244.19 1610.40 19.67 11.15 81.47 7.27

7.95 0.00 NaN NaN 4.12 2859.03 243.75 1593.84 19.65 11.09 81.95 7.27

7.95 0.00 NaN NaN 4.30 3011.92 265.78 1738.36 19.73 11.56 92.05 7.27

7.95 0.00 NaN NaN 4.24 2977.15 264.24 1685.45 19.69 11.40 89.65 7.27

7.96 0.00 NaN NaN 4.18 2941.96 262.71 1634.29 19.64 11.25 87.48 7.28

7.97 0.00 NaN NaN 4.13 2906.44 261.19 1584.84 19.59 11.10 85.50 7.28

7.98 0.00 NaN NaN 4.07 2870.65 259.67 1537.06 19.54 10.95 83.64 7.28

7.98 0.00 NaN NaN 4.02 2834.67 258.17 1490.92 19.50 10.81 81.90 7.28

7.98 0.00 NaN NaN 3.99 2818.16 257.49 1464.09 19.47 10.73 79.57 7.28

7.98 0.00 NaN NaN 3.96 2801.59 256.81 1437.86 19.45 10.65 77.45 7.28

7.98 0.00 NaN NaN 3.93 2784.97 256.13 1412.23 19.42 10.57 75.53 7.28

7.98 0.00 NaN NaN 3.90 2768.31 255.45 1387.18 19.40 10.50 73.77 7.28

7.98 0.00 NaN NaN 3.87 2751.63 254.78 1362.70 19.37 10.42 72.17 7.28

7.98 0.00 NaN NaN 3.85 2734.90 254.11 1338.73 19.34 10.35 70.69 7.28

7.98 0.00 NaN NaN 3.82 2718.16 253.43 1315.31 19.32 10.27 69.32 7.28

7.98 0.00 NaN NaN 3.79 2701.44 252.76 1292.43 19.29 10.20 68.06 7.28

7.99 0.00 NaN NaN 3.77 2684.74 252.09 1270.07 19.26 10.13 66.90 7.28

7.99 0.00 NaN NaN 3.74 2668.08 251.43 1248.24 19.24 10.06 65.81 7.28

7.99 0.00 NaN NaN 3.75 2671.88 251.49 1245.38 19.28 10.08 65.71 7.28

7.99 0.00 NaN NaN 3.72 2655.18 250.82 1224.04 19.26 10.01 64.70 7.28

8.00 0.00 NaN NaN 3.70 2638.56 250.15 1203.20 19.23 9.94 63.77 7.28

8.00 0.00 NaN NaN 3.67 2622.04 249.49 1182.86 19.20 9.88 62.89 7.28

8.00 0.00 NaN NaN 3.65 2605.63 248.83 1163.01 19.18 9.81 62.06 7.28

8.01 0.00 NaN NaN 3.63 2589.36 248.16 1143.65 19.16 9.75 61.29 7.28

8.01 0.00 NaN NaN 3.60 2573.25 247.50 1124.77 19.13 9.69 60.55 7.28

8.02 0.00 NaN NaN 3.58 2557.31 246.85 1106.35 19.11 9.63 59.85 7.28

8.02 0.00 NaN NaN 3.56 2541.56 246.19 1088.40 19.08 9.58 59.18 7.28

8.03 0.00 NaN NaN 3.54 2525.99 245.53 1070.88 19.06 9.52 58.54 7.28

8.03 0.00 NaN NaN 3.54 2525.99 245.53 1070.88 19.06 9.52 58.54 7.28

Q2kBixbyWLA-8OMax-Critical 5MGD

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Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

pHsat

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.57

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.56

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.55

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

Q2kBixbyWLA-8OMax-Critical 5MGD

Page 287: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Tributary Reach Distance cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L)CBODf (mgO2/L)No(ugN/L) NH4(ugN/L) NO3(ugN/L)

No. Label x(km) Min Min Min Min Min Min Min Min

0 Mainstem headwa 867.43 1157.00 16.00 5.90 2.00 2.00 630.00 150.00 500.00

0 Mainstem headwa 867.03 1157.00 15.98 6.04 1.95 1.99 623.99 150.42 494.12

0 Mainstem headwa 866.23 1157.00 15.96 6.16 1.90 1.98 617.77 150.78 488.16

0 Mainstem headwa 865.42 1157.00 15.93 6.25 1.85 1.97 611.40 151.09 482.16

0 Mainstem headwa 864.62 1157.00 15.91 6.32 1.81 1.96 604.95 151.34 476.18

0 M8- Middle of D 863.81 1157.00 15.88 6.37 1.75 1.94 597.07 151.49 467.07

0 M8- Middle of D 863.01 1155.70 15.85 6.39 1.71 1.97 590.81 161.11 461.38

0 M8- Middle of D 862.20 1155.70 15.82 6.40 1.65 1.95 583.13 160.62 453.14

0 M8- Middle of D 861.40 1155.70 15.79 6.40 1.60 1.94 575.67 160.04 445.27

0 L8- Lower Dam-8 860.68 1155.70 15.76 6.44 1.57 1.93 570.68 159.43 437.17

0 D8- Dam #8 to d 859.87 1155.70 15.73 6.40 1.52 1.92 563.35 158.87 431.99

0 T7- Top of Dam- 858.99 1155.70 15.70 6.45 1.48 1.90 557.58 158.05 422.83

0 T7- Top of Dam- 858.18 1155.70 15.67 6.48 1.44 1.89 552.03 157.21 414.14

0 T7- Top of Dam- 857.38 1155.70 15.63 6.50 1.41 1.88 546.69 156.36 405.90

0 T7- Top of Dam- 856.57 1155.70 15.60 6.51 1.37 1.87 541.54 155.50 398.07

0 M7- Middle of D 855.77 1155.70 15.57 6.51 1.34 1.85 536.56 154.70 391.41

0 M7- Middle of D 854.96 1155.70 15.54 6.52 1.31 1.84 531.72 153.90 385.05

0 L7- Lower Dam-7 854.20 1155.70 15.51 6.43 1.26 1.82 524.39 153.20 382.85

0 L7- Lower Dam-7 853.47 1155.70 15.48 6.37 1.22 1.81 517.22 152.47 380.71

0 D7- Dam #7 to S 852.67 1155.70 15.45 6.47 1.19 1.79 512.50 151.61 374.42

0 D7- Dam #7 to S 851.78 1155.70 15.42 6.55 1.16 1.78 507.95 150.75 368.45

0 SS- S-Springs M 850.86 1146.23 15.38 6.57 1.25 2.05 515.28 345.88 389.13

0 SS- S-Springs M 849.89 1146.23 15.34 6.60 1.22 2.03 510.56 336.38 388.09

0 SS- S-Springs M 848.93 1146.23 15.31 6.61 1.19 2.01 506.00 327.09 386.91

0 SS- S-Springs M 847.96 1146.23 15.27 6.61 1.16 2.00 501.58 318.22 385.60

0 SS- S-Springs M 847.00 1146.23 15.23 6.60 1.13 1.98 497.29 309.78 384.19

0 CH- Channel u/s 846.11 1146.23 15.20 6.55 1.11 1.96 493.02 301.91 384.74

0 CH- Channel u/s 845.31 1146.23 15.18 6.52 1.08 1.94 488.84 294.46 385.11

0 CH- Channel u/s 844.50 1146.23 15.15 6.50 1.06 1.92 484.48 287.43 385.31

0 CH- Channel u/s 843.70 1140.23 15.14 6.45 1.13 2.24 486.28 396.04 401.90

0 SR- Sun Refiner 842.89 1140.23 15.11 6.34 1.09 2.21 478.01 381.20 409.72

0 SR- Sun Refiner 842.09 1140.23 15.08 6.27 1.04 2.17 470.20 367.46 417.06

0 MZ- Middle of Z 841.20 1140.23 15.05 6.12 0.97 2.12 458.45 348.01 431.56

0 LZ- Lower Zink 840.40 1140.23 15.02 5.83 0.90 2.03 444.84 327.20 454.74

0 ZD-Zinc Dam 840.07 1140.23 15.02 5.83 0.90 2.03 444.80 327.13 454.82

0 ZD- Zink Dam an 839.83 1135.05 14.99 6.76 0.96 2.19 450.02 412.89 462.27

0 T6- Top of Dam- 839.19 1134.37 14.95 6.79 0.94 2.18 447.54 411.64 462.19

0 T6- Top of Dam- 838.39 1134.37 14.93 6.83 0.92 2.16 444.28 403.68 460.28

0 M6- Middle of D 837.58 1134.37 14.90 6.83 0.91 2.15 441.57 397.15 459.04

0 L6- Lower Dam-6 837.02 1134.37 14.89 6.82 0.90 2.14 440.53 394.67 458.37

0 D6- Dam #6 and 836.45 1068.26 14.87 6.37 1.69 4.11 527.35 1418.02 633.35

0 D6- Dam #6 and 835.65 1068.26 14.84 6.24 1.66 4.02 523.42 1366.25 652.97

0 D6- Dam #6 and 834.85 1068.26 14.82 6.14 1.61 3.93 519.59 1316.23 670.92

0 D6- Dam #6 and 834.04 1068.26 14.79 6.07 1.57 3.84 514.04 1268.27 687.45

0 M5- Middle of D 833.32 1068.26 14.78 6.06 1.55 3.79 511.46 1246.29 694.86

0 M5- Middle of D 832.67 1068.26 14.76 6.06 1.53 3.74 508.90 1224.76 701.98

0 L5- Lower Dam-5 832.11 1068.26 14.75 6.05 1.52 3.70 506.98 1208.64 706.77

0 D5- Dam #5 and 831.71 1056.94 14.75 6.01 1.63 3.98 521.78 1241.48 733.14

0 T4- Top of Dam- 831.06 1056.94 14.73 5.94 1.60 3.91 517.44 1208.10 747.23

0 T4- Top of Dam- 830.10 1056.94 14.72 5.89 1.57 3.85 513.20 1176.22 760.54

0 M4- Middle of D 829.13 1056.94 14.69 5.94 1.53 3.77 508.62 1140.01 766.99

0 L4- Lower Dam-4 828.41 1056.94 14.67 5.88 1.51 3.73 505.49 1117.44 776.30

0 D4- Dam #4 and 827.74 1056.94 14.65 5.88 1.47 3.65 500.28 1079.99 788.16

0 D4- Dam #4 and 826.88 1056.94 14.62 5.90 1.44 3.58 495.24 1044.75 799.04

0 D4- Dam #4 and 826.02 1039.51 14.35 5.86 1.47 3.68 514.96 1033.84 845.14

0 M3- Middle of D 825.15 1036.01 14.29 5.87 1.44 3.63 514.00 1033.55 863.87

0 M3- Middle of D 824.26 1033.22 14.26 5.88 1.44 3.63 512.22 1042.96 881.09

0 L3- Lower Dam-3 823.58 1030.94 14.25 5.87 1.44 3.64 509.01 1043.51 884.61

0 D3- Dam #3 and 823.02 1030.94 14.24 5.88 1.42 3.60 506.28 1025.83 891.54

0 US - Top Dam2 p 822.25 1028.96 14.28 5.93 1.42 3.61 505.72 1048.71 902.74

0 US - Top Dam2 p 821.37 1022.76 14.28 5.95 1.55 3.95 511.30 1130.45 923.82

0 US - Top Dam2 p 820.48 1022.76 14.26 5.98 1.53 3.89 507.94 1106.43 931.68

0 US - Top Dam2 p 819.60 1022.76 14.24 6.01 1.50 3.84 504.66 1083.16 938.94

0 R1- Bixby N to 818.61 1022.76 14.22 6.05 1.47 3.77 500.76 1055.89 946.89

0 L2- Mid pool to 817.53 1022.76 14.20 6.08 1.44 3.71 496.95 1029.64 953.90

0 D2- Dam2 to Bix 816.49 1022.76 14.17 5.64 1.37 3.59 487.48 971.94 995.07

0 T1- Bixby south 815.46 1018.76 14.35 5.23 1.44 3.69 484.05 1026.28 1123.21

0 T1- Bixby south 814.42 1018.76 14.32 4.95 1.37 3.56 474.55 967.97 1160.99

0 M1- Haikey Ck t 813.43 1006.34 14.32 5.16 1.62 4.19 480.46 1310.50 1161.89

0 M1- Haikey Ck t 812.49 1006.34 14.30 5.39 1.60 4.12 477.63 1285.72 1176.19

0 M1- Haikey Ck t 811.56 1006.34 14.28 5.58 1.57 4.06 474.85 1261.39 1190.06

0 M1- Haikey Ck t 810.63 1006.34 14.26 5.73 1.55 3.99 472.12 1237.55 1203.36

0 L1- Mid Dam1 Po 809.70 1006.34 14.25 5.87 1.53 3.94 469.45 1214.33 1215.94

0 L1- Mid Dam1 Po 808.77 1006.34 14.23 5.99 1.50 3.89 466.83 1190.01 1227.82

0 L1- Mid Dam1 Po 807.84 1006.34 14.21 6.06 1.48 3.84 464.25 1159.70 1239.03

0 L1- Mid Dam1 Po 806.91 1006.34 14.20 6.08 1.45 3.78 460.84 1129.81 1249.61

0 X1- Dam1 to Bro 806.16 1006.34 14.19 6.09 1.43 3.75 458.66 1111.97 1255.75

0 D1- BA WWTP 1/4 805.28 1000.80 14.17 6.02 1.53 4.00 457.99 1249.50 1265.33

0 BA- Downstream 804.17 1000.80 14.14 5.96 1.48 3.89 451.73 1193.70 1284.82

0 BA- Downstream 803.18 1000.80 14.11 5.93 1.43 3.79 445.64 1141.27 1302.04

0 BA- Downstream 802.19 1000.80 14.08 5.91 1.39 3.69 439.78 1092.21 1317.03

0 BA- Downstream 801.19 1000.80 14.05 5.91 1.34 3.60 434.16 1046.37 1329.77

0 BA- Downstream 800.20 1000.80 14.02 5.92 1.30 3.51 428.76 1003.53 1339.93

0 BF- Further d/s 799.20 1000.80 14.00 5.90 1.28 3.47 425.48 978.88 1348.91

0 BF- Further d/s 798.21 1000.80 13.99 5.88 1.25 3.42 422.27 955.12 1357.30

0 BF- Further d/s 797.22 1000.80 13.98 5.87 1.23 3.38 419.12 932.25 1365.15

0 BF- Further d/s 796.22 1000.80 13.96 5.87 1.21 3.34 416.04 910.24 1372.50

0 BF- Further d/s 795.23 1000.80 13.95 5.88 1.18 3.30 413.02 889.09 1379.39

0 CO- Downstream 794.23 1000.80 13.93 5.89 1.16 3.26 410.07 868.72 1385.88

0 CO- Downstream 793.24 1000.80 13.92 5.90 1.14 3.22 407.18 849.15 1391.94

0 CO- Downstream 792.24 1000.80 13.91 5.93 1.12 3.18 404.35 830.36 1397.61

0 CO- Downstream 791.24 1000.80 13.89 5.95 1.10 3.15 401.59 812.31 1402.88

0 CO- Downstream 790.25 1000.80 13.88 5.98 1.08 3.11 398.89 794.97 1407.78

0 CO- Downstream 789.25 999.82 13.89 6.00 1.07 3.11 397.79 795.31 1414.19

0 CO- Downstream 788.25 999.82 13.88 6.03 1.05 3.08 395.18 778.83 1418.69

0 CO- Downstream 787.25 999.82 13.87 6.06 1.04 3.05 392.63 762.98 1422.86

0 CO- Downstream 786.25 999.82 13.85 6.09 1.02 3.02 390.14 747.75 1426.72

0 CO- Downstream 785.25 999.82 13.84 6.12 1.00 2.99 387.69 733.12 1430.30

0 CO- Downstream 784.25 999.82 13.82 6.15 0.98 2.96 385.29 719.05 1433.64

0 CO- Downstream 783.25 999.82 13.81 6.18 0.97 2.93 382.93 705.52 1436.74

0 CO- Downstream 782.25 999.82 13.80 6.21 0.95 2.91 380.62 692.50 1439.64

0 CO- Downstream 781.25 999.82 13.78 6.23 0.94 2.88 378.35 679.97 1442.33

0 CO- Downstream 780.25 999.82 13.77 6.25 0.92 2.86 376.12 667.90 1444.84

0 Terminus 779.75 999.82 13.77 6.25 0.92 2.86 376.12 667.90 1444.84

Q2kBixbyWLA-8OMax-Critical 5MGD

Page 288: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Po (ugP/L) Inorg P (ugP/L) Phyto (ug/L) INp (ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk Constituent i Constituent ii

Min Min Min Min Min Min Min Min Min Min

50.00 140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00

49.86 139.48 8.90 0.11 0.04 3.98 0.00 129.98 0.00 0.00

49.72 138.98 8.71 0.21 0.07 3.97 0.00 129.97 0.00 0.00

49.57 138.47 8.53 0.29 0.09 3.95 0.00 129.95 0.00 0.00

49.42 137.97 8.36 0.36 0.11 3.93 0.00 129.93 0.00 0.00

49.24 137.26 8.16 0.43 0.13 3.91 0.00 129.91 0.00 0.00

49.00 136.40 7.96 0.49 0.15 3.90 0.00 129.85 0.00 0.00

48.81 135.69 7.79 0.55 0.16 3.88 0.00 129.82 0.00 0.00

48.64 134.99 7.63 0.60 0.17 3.86 0.00 129.79 0.00 0.00

48.52 134.35 7.54 0.63 0.18 3.85 0.00 129.77 0.00 0.00

48.34 133.75 7.43 0.67 0.19 3.83 0.00 129.75 0.00 0.00

48.20 132.96 7.37 0.71 0.20 3.81 0.00 129.72 0.00 0.00

48.07 132.18 7.34 0.75 0.21 3.80 0.00 129.70 0.00 0.00

47.94 131.40 7.35 0.78 0.22 3.78 0.00 129.68 0.00 0.00

47.82 130.63 7.39 0.81 0.22 3.76 0.00 129.66 0.00 0.00

47.69 129.92 7.47 0.85 0.23 3.75 0.00 129.65 0.00 0.00

47.57 129.22 7.59 0.88 0.24 3.73 0.00 129.63 0.00 0.00

47.39 128.65 7.84 0.93 0.25 3.71 0.00 129.60 0.00 0.00

47.20 128.09 8.14 0.99 0.27 3.68 0.00 129.57 0.00 0.00

47.09 127.35 8.40 1.03 0.28 3.67 0.00 129.55 0.00 0.00

46.97 126.63 8.65 1.06 0.29 3.65 0.00 129.53 0.00 0.00

46.47 132.96 8.84 1.10 0.29 3.73 0.00 129.23 0.00 0.00

46.35 132.14 9.06 1.14 0.30 3.71 0.00 129.17 0.00 0.00

46.24 131.33 9.22 1.19 0.31 3.69 0.00 129.11 0.00 0.00

46.13 130.54 9.32 1.23 0.33 3.67 0.00 129.05 0.00 0.00

46.02 129.74 9.36 1.28 0.34 3.66 0.00 128.98 0.00 0.00

45.91 129.12 9.33 1.32 0.35 3.64 0.00 128.91 0.00 0.00

45.81 128.49 9.26 1.35 0.36 3.62 0.00 128.85 0.00 0.00

45.69 127.86 9.16 1.39 0.36 3.61 0.00 128.78 0.00 0.00

45.29 131.77 9.00 1.41 0.37 3.68 0.00 128.54 0.00 0.00

45.07 131.18 8.86 1.45 0.38 3.65 0.00 128.42 0.00 0.00

44.86 130.58 8.76 1.48 0.38 3.63 0.00 128.30 0.00 0.00

44.54 129.88 8.74 1.53 0.39 3.60 0.00 128.13 0.00 0.00

44.16 129.55 8.83 1.59 0.41 3.57 0.00 127.93 0.00 0.00

44.15 129.55 8.83 1.59 0.41 3.57 0.00 127.93 0.00 0.00

43.91 132.94 8.85 1.59 0.41 3.60 0.00 127.77 0.00 0.00

43.79 132.17 8.90 1.60 0.41 3.59 0.00 127.70 0.00 0.00

43.71 131.48 8.94 1.61 0.41 3.57 0.00 127.64 0.00 0.00

43.63 130.94 8.97 1.62 0.41 3.56 0.00 127.59 0.00 0.00

43.61 130.72 8.99 1.62 0.41 3.56 0.00 127.57 0.00 0.00

40.98 180.46 8.51 1.54 0.39 4.20 0.00 125.71 0.00 0.00

40.90 179.52 8.56 1.56 0.40 4.18 0.00 125.39 0.00 0.00

40.82 178.59 8.61 1.58 0.40 4.16 0.00 125.08 0.00 0.00

40.73 177.66 8.64 1.60 0.40 4.15 0.00 124.78 0.00 0.00

40.67 177.23 8.66 1.61 0.40 4.14 0.00 124.64 0.00 0.00

40.61 176.79 8.67 1.62 0.41 4.13 0.00 124.51 0.00 0.00

40.57 176.44 8.68 1.62 0.41 4.12 0.00 124.41 0.00 0.00

40.12 184.94 8.59 1.61 0.40 4.23 0.00 124.10 0.00 0.00

40.03 184.37 8.59 1.63 0.41 4.22 0.00 123.88 0.00 0.00

39.93 183.79 8.59 1.64 0.41 4.21 0.00 123.67 0.00 0.00

39.84 182.67 8.58 1.66 0.42 4.19 0.00 123.46 0.00 0.00

39.77 182.22 8.57 1.67 0.42 4.18 0.00 123.31 0.00 0.00

39.65 181.25 8.54 1.70 0.42 4.16 0.00 123.07 0.00 0.00

39.54 180.28 8.51 1.72 0.43 4.14 0.00 122.85 0.00 0.00

38.78 176.38 8.36 1.71 0.43 4.06 0.00 122.26 0.00 0.00

38.53 174.67 8.33 1.73 0.43 4.04 0.00 121.94 0.00 0.00

38.31 175.78 8.33 1.74 0.43 4.05 0.00 121.64 0.00 0.00

38.18 175.06 8.32 1.75 0.43 4.07 0.00 121.50 0.00 0.00

38.12 174.62 8.34 1.75 0.43 4.06 0.00 121.39 0.00 0.00

37.98 175.54 8.37 1.76 0.43 4.12 0.00 121.20 0.00 0.00

37.68 179.83 8.36 1.75 0.43 4.19 0.00 120.91 0.00 0.00

37.62 179.15 8.42 1.76 0.43 4.18 0.00 120.76 0.00 0.00

37.55 178.48 8.48 1.76 0.43 4.17 0.00 120.61 0.00 0.00

37.47 177.67 8.57 1.77 0.44 4.15 0.00 120.44 0.00 0.00

37.39 176.87 8.66 1.78 0.44 4.14 0.00 120.27 0.00 0.00

37.19 176.12 8.85 1.81 0.44 4.10 0.00 119.85 0.00 0.00

39.37 193.25 9.03 1.83 0.45 4.34 0.00 119.46 0.00 0.00

39.15 192.41 9.12 1.86 0.45 4.30 0.00 119.04 0.00 0.00

40.34 208.44 9.18 1.83 0.45 4.51 0.00 119.51 0.00 0.00

40.28 207.76 9.18 1.84 0.45 4.50 0.00 119.35 0.00 0.00

40.21 207.08 9.17 1.86 0.45 4.48 0.00 119.18 0.00 0.00

40.15 206.41 9.16 1.87 0.45 4.47 0.00 119.03 0.00 0.00

40.09 205.73 9.13 1.88 0.46 4.45 0.00 118.88 0.00 0.00

40.03 205.06 9.11 1.89 0.46 4.44 0.00 118.73 0.00 0.00

39.96 204.38 9.08 1.90 0.46 4.42 0.00 118.56 0.00 0.00

39.88 203.71 9.04 1.91 0.46 4.41 0.00 118.37 0.00 0.00

39.82 203.30 9.02 1.91 0.46 4.40 0.00 118.26 0.00 0.00

39.31 225.84 8.98 1.90 0.46 4.49 0.00 118.41 0.00 0.00

39.16 224.41 8.91 1.91 0.46 4.47 0.00 118.05 0.00 0.00

39.01 222.99 8.84 1.92 0.46 4.44 0.00 117.72 0.00 0.00

38.87 221.57 8.79 1.92 0.47 4.42 0.00 117.40 0.00 0.00

38.73 220.16 8.76 1.93 0.47 4.39 0.00 117.11 0.00 0.00

38.60 218.75 8.76 1.94 0.47 4.37 0.00 116.84 0.00 0.00

38.52 218.12 8.77 1.95 0.47 4.36 0.00 116.68 0.00 0.00

38.44 217.50 8.80 1.95 0.47 4.34 0.00 116.52 0.00 0.00

38.36 216.88 8.83 1.96 0.47 4.33 0.00 116.36 0.00 0.00

38.28 216.27 8.88 1.96 0.47 4.32 0.00 116.22 0.00 0.00

38.20 215.66 8.95 1.97 0.47 4.30 0.00 116.08 0.00 0.00

38.13 215.05 9.02 1.98 0.48 4.29 0.00 115.94 0.00 0.00

38.05 214.45 9.11 1.98 0.48 4.28 0.00 115.81 0.00 0.00

37.98 213.85 9.20 1.99 0.48 4.27 0.00 115.68 0.00 0.00

37.91 213.25 9.30 2.00 0.48 4.25 0.00 115.56 0.00 0.00

37.84 212.66 9.40 2.01 0.48 4.24 0.00 115.44 0.00 0.00

37.73 212.83 9.49 2.02 0.48 4.27 0.00 115.31 0.00 0.00

37.66 212.24 9.59 2.03 0.49 4.25 0.00 115.20 0.00 0.00

37.60 211.66 9.68 2.04 0.49 4.24 0.00 115.09 0.00 0.00

37.53 211.07 9.77 2.05 0.49 4.23 0.00 114.99 0.00 0.00

37.47 210.49 9.84 2.06 0.49 4.22 0.00 114.89 0.00 0.00

37.40 209.92 9.89 2.07 0.50 4.21 0.00 114.79 0.00 0.00

37.34 209.34 9.93 2.08 0.50 4.19 0.00 114.70 0.00 0.00

37.28 208.77 9.95 2.10 0.50 4.18 0.00 114.61 0.00 0.00

37.22 208.19 9.95 2.11 0.51 4.17 0.00 114.52 0.00 0.00

37.16 207.62 9.94 2.12 0.51 4.16 0.00 114.43 0.00 0.00

37.16 207.62 9.94 2.12 0.51 4.16 0.00 114.43 0.00 0.00

Q2kBixbyWLA-8OMax-Critical 5MGD

Page 289: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent iii pH Bot Algae QNb QPb TOC TN TP TKN TSS CBODu NH3

Min Min Min Min Min Min Min Min Min Min Min Min

0.00 8.10 0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 15.57

0.00 8.11 0.00 NaN NaN 3.41 1268.70 189.40 774.53 20.85 9.18 15.59

0.00 8.12 0.00 NaN NaN 3.38 1257.04 188.80 768.77 20.79 9.09 15.59

0.00 8.13 0.00 NaN NaN 3.34 1245.12 188.20 762.78 20.73 8.99 15.58

0.00 8.14 0.00 NaN NaN 3.31 1233.06 187.60 756.64 20.68 8.89 15.56

0.00 8.16 0.00 NaN NaN 3.26 1216.31 186.77 748.98 20.61 8.78 15.57

0.00 8.17 0.00 NaN NaN 3.25 1213.98 185.74 752.42 20.55 8.73 16.46

0.00 8.18 0.00 NaN NaN 3.21 1197.63 184.92 744.30 20.48 8.62 16.43

0.00 8.19 0.00 NaN NaN 3.17 1181.80 184.10 736.31 20.41 8.52 16.41

0.00 8.20 0.00 NaN NaN 3.14 1168.16 183.39 730.74 20.36 8.45 16.67

0.00 8.21 0.00 NaN NaN 3.11 1155.15 182.67 722.90 20.31 8.35 16.57

0.00 8.23 0.00 NaN NaN 3.08 1139.47 181.78 716.34 20.25 8.28 16.89

0.00 8.24 0.00 NaN NaN 3.05 1124.47 180.90 709.99 20.20 8.21 17.19

0.00 8.26 0.00 NaN NaN 3.03 1110.11 180.02 703.83 20.15 8.14 17.47

0.00 8.27 0.00 NaN NaN 3.00 1096.34 179.15 697.85 20.10 8.08 17.74

0.00 8.28 0.00 NaN NaN 2.98 1083.95 178.34 692.10 20.06 8.03 17.95

0.00 8.28 0.00 NaN NaN 2.97 1072.00 177.54 686.50 20.03 7.98 18.16

0.00 8.28 0.00 NaN NaN 2.94 1061.71 176.79 678.52 20.00 7.92 17.98

0.00 8.27 0.00 NaN NaN 2.92 1051.69 176.05 670.68 19.98 7.86 17.89

0.00 8.28 0.00 NaN NaN 2.91 1039.85 175.19 665.14 19.96 7.83 18.33

0.00 8.29 0.00 NaN NaN 2.90 1028.49 174.33 659.76 19.93 7.80 18.67

0.00 8.28 0.00 NaN NaN 3.07 1251.94 180.12 862.25 19.99 8.26 41.67

0.00 8.29 0.00 NaN NaN 3.05 1238.53 179.16 848.08 19.96 8.21 41.44

0.00 8.29 0.00 NaN NaN 3.04 1225.49 178.20 834.27 19.92 8.17 41.10

0.00 8.30 0.00 NaN NaN 3.02 1212.80 177.25 821.03 19.88 8.11 40.66

0.00 8.31 0.00 NaN NaN 2.99 1200.42 176.30 808.34 19.83 8.05 40.13

0.00 8.31 0.00 NaN NaN 2.97 1190.43 175.53 796.25 19.78 7.99 39.09

0.00 8.31 0.00 NaN NaN 2.94 1180.54 174.76 784.66 19.73 7.92 38.08

0.00 8.31 0.00 NaN NaN 2.92 1167.27 173.99 773.29 19.67 7.84 37.10

0.00 8.29 0.00 NaN NaN 3.09 1294.27 177.53 883.72 19.72 8.30 48.82

0.00 8.27 0.00 NaN NaN 3.04 1280.18 176.76 860.66 19.65 8.18 45.64

0.00 8.25 0.00 NaN NaN 3.00 1266.39 176.01 839.14 19.59 8.07 42.81

0.00 8.21 0.00 NaN NaN 2.94 1249.77 175.04 807.99 19.52 7.91 38.18

0.00 8.14 0.00 NaN NaN 2.87 1238.29 174.33 773.63 19.47 7.72 32.28

0.00 8.14 0.00 NaN NaN 2.87 1238.26 174.33 773.52 19.47 7.72 32.26

0.00 8.22 0.00 NaN NaN 2.96 1336.29 177.47 864.49 19.47 7.97 47.86

0.00 8.23 0.00 NaN NaN 2.95 1331.92 176.57 860.78 19.43 7.94 48.38

0.00 8.25 0.00 NaN NaN 2.93 1318.45 175.79 849.57 19.39 7.89 48.08

0.00 8.26 0.00 NaN NaN 2.92 1307.75 175.15 840.34 19.36 7.85 47.78

0.00 8.26 0.00 NaN NaN 2.91 1303.58 174.90 836.82 19.35 7.84 47.64

0.00 8.08 0.00 NaN NaN 4.18 2586.95 221.95 1946.92 19.93 11.24 118.16

0.00 8.07 0.00 NaN NaN 4.13 2557.35 220.92 1891.23 19.89 11.10 112.34

0.00 8.07 0.00 NaN NaN 4.07 2526.92 219.89 1837.40 19.84 10.95 107.25

0.00 8.06 0.00 NaN NaN 4.02 2495.97 218.87 1783.91 19.80 10.80 102.79

0.00 8.07 0.00 NaN NaN 3.99 2481.45 218.39 1759.36 19.78 10.72 101.78

0.00 8.07 0.00 NaN NaN 3.96 2466.83 217.92 1735.28 19.76 10.64 100.79

0.00 8.07 0.00 NaN NaN 3.94 2454.96 217.54 1717.25 19.74 10.59 100.12

0.00 8.04 0.00 NaN NaN 4.12 2529.06 225.59 1764.86 19.84 11.09 96.90

0.00 8.03 0.00 NaN NaN 4.08 2509.94 224.95 1727.17 19.81 10.98 93.27

0.00 8.02 0.00 NaN NaN 4.04 2490.87 224.32 1691.06 19.78 10.87 90.06

0.00 8.04 0.00 NaN NaN 3.99 2455.27 223.13 1650.28 19.73 10.74 89.51

0.00 8.03 0.00 NaN NaN 3.96 2440.54 222.63 1624.61 19.71 10.66 86.38

0.00 8.03 0.00 NaN NaN 3.91 2409.81 221.58 1581.96 19.66 10.52 83.73

0.00 8.03 0.00 NaN NaN 3.86 2379.58 220.54 1541.71 19.61 10.39 81.40

0.00 7.99 0.00 NaN NaN 3.87 2432.19 215.89 1550.52 19.25 10.42 74.23

0.00 7.99 0.00 NaN NaN 3.83 2446.96 213.96 1549.28 19.16 10.31 73.37

0.00 7.99 0.00 NaN NaN 3.84 2468.87 214.86 1556.92 19.14 10.33 73.39

0.00 7.98 0.00 NaN NaN 3.85 2469.03 214.02 1554.27 19.15 10.35 72.64

0.00 7.98 0.00 NaN NaN 3.82 2454.59 213.53 1533.87 19.13 10.28 71.73

0.00 7.99 0.00 NaN NaN 3.86 2486.28 214.32 1556.19 19.24 10.37 74.14

0.00 7.99 0.00 NaN NaN 4.06 2592.93 218.30 1643.50 19.31 10.91 78.24

0.00 7.99 0.00 NaN NaN 4.02 2571.71 217.56 1616.13 19.28 10.82 77.99

0.00 8.00 0.00 NaN NaN 3.99 2550.64 216.82 1589.59 19.26 10.74 77.62

0.00 8.01 0.00 NaN NaN 3.95 2525.22 215.93 1558.42 19.23 10.64 77.03

0.00 8.02 0.00 NaN NaN 3.92 2500.05 215.03 1528.37 19.20 10.54 76.34

0.00 7.93 0.00 NaN NaN 3.84 2474.07 214.04 1461.24 19.16 10.33 61.02

0.00 7.83 0.00 NaN NaN 4.00 2653.29 233.30 1512.16 19.59 10.77 53.68

0.00 7.77 0.00 NaN NaN 3.92 2622.27 232.20 1444.38 19.53 10.54 44.74

0.00 7.78 0.00 NaN NaN 4.33 2970.40 249.39 1792.80 19.74 11.65 60.19

0.00 7.80 0.00 NaN NaN 4.29 2955.94 248.64 1765.20 19.71 11.55 62.16

0.00 7.83 0.00 NaN NaN 4.25 2941.25 247.89 1738.09 19.68 11.44 63.82

0.00 7.85 0.00 NaN NaN 4.21 2926.05 247.14 1711.54 19.65 11.34 65.20

0.00 7.87 0.00 NaN NaN 4.18 2909.45 246.40 1685.66 19.61 11.24 66.51

0.00 7.89 0.00 NaN NaN 4.15 2890.56 245.65 1658.73 19.58 11.15 67.55

0.00 7.91 0.00 NaN NaN 4.11 2870.02 244.91 1625.85 19.55 11.06 68.35

0.00 7.93 0.00 NaN NaN 4.07 2848.55 244.17 1592.56 19.51 10.95 68.92

0.00 7.94 0.00 NaN NaN 4.05 2835.27 243.72 1572.54 19.49 10.89 69.20

0.00 7.94 0.00 NaN NaN 4.21 2983.59 265.76 1709.39 19.56 11.33 77.64

0.00 7.94 0.00 NaN NaN 4.14 2942.34 264.22 1647.34 19.50 11.14 75.20

0.00 7.95 0.00 NaN NaN 4.07 2901.50 262.69 1588.82 19.44 10.95 73.00

0.00 7.96 0.00 NaN NaN 4.01 2861.41 261.16 1533.92 19.38 10.78 71.01

0.00 7.96 0.00 NaN NaN 3.94 2822.18 259.65 1482.46 19.32 10.61 69.19

0.00 7.97 0.00 NaN NaN 3.89 2783.82 258.14 1434.23 19.26 10.46 67.51

0.00 7.97 0.00 NaN NaN 3.86 2766.51 257.45 1406.31 19.24 10.38 65.72

0.00 7.96 0.00 NaN NaN 3.83 2749.35 256.77 1379.35 19.21 10.29 64.09

0.00 7.96 0.00 NaN NaN 3.80 2732.35 256.08 1353.33 19.19 10.22 62.61

0.00 7.96 0.00 NaN NaN 3.77 2715.53 255.40 1328.24 19.17 10.14 61.24

0.00 7.96 0.00 NaN NaN 3.74 2698.90 254.73 1304.08 19.15 10.07 59.96

0.00 7.96 0.00 NaN NaN 3.72 2682.44 254.05 1280.76 19.13 10.00 58.77

0.00 7.96 0.00 NaN NaN 3.70 2666.20 253.38 1258.31 19.11 9.94 57.65

0.00 7.96 0.00 NaN NaN 3.67 2650.18 252.70 1236.70 19.09 9.88 56.60

0.00 7.97 0.00 NaN NaN 3.65 2634.40 252.03 1215.90 19.07 9.82 55.60

0.00 7.97 0.00 NaN NaN 3.63 2618.88 251.37 1195.87 19.06 9.76 54.65

0.00 7.97 0.00 NaN NaN 3.64 2624.08 251.43 1195.12 19.11 9.80 54.53

0.00 7.97 0.00 NaN NaN 3.62 2608.94 250.76 1176.04 19.09 9.74 53.64

0.00 7.98 0.00 NaN NaN 3.60 2594.09 250.09 1157.65 19.08 9.69 52.79

0.00 7.98 0.00 NaN NaN 3.58 2579.55 249.43 1139.94 19.06 9.64 51.99

0.00 7.98 0.00 NaN NaN 3.56 2565.31 248.77 1122.86 19.04 9.59 51.23

0.00 7.99 0.00 NaN NaN 3.54 2551.41 248.11 1106.41 19.02 9.53 50.52

0.00 7.99 0.00 NaN NaN 3.52 2537.85 247.45 1090.53 19.00 9.48 49.84

0.00 8.00 0.00 NaN NaN 3.50 2524.63 246.80 1075.22 18.97 9.43 49.21

0.00 8.00 0.00 NaN NaN 3.48 2511.74 246.14 1060.43 18.95 9.37 48.61

0.00 8.01 0.00 NaN NaN 3.46 2499.15 245.49 1046.14 18.92 9.32 48.05

0.00 8.01 0.00 NaN NaN 3.46 2499.15 245.49 1046.14 18.92 9.32 48.05

Q2kBixbyWLA-8OMax-Critical 5MGD

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Tributary Reach Downstream Downstream Hydraulics Reaeration Reaeration formulas Water

No. Label Label Distance Q, m3/s E', m3/s H, m Btop, m Ac, m^2 U, mps trav time, d Slope ka,20, /d water/wind Drop (m)

0 Mainstem headwater (Keyst 867.43 103.49 51.75 1.24 268.63 334.33 0.31 0.00 0.000360

0 Mainstem headwater (Keyst 866.63 103.49 51.75 1.24 268.63 334.33 0.31 0.03 0.000400 1.98 O'ConnBanks-Herrera 0.00

0 Mainstem headwater (Keyst 865.82 103.49 51.75 1.24 268.63 334.33 0.31 0.06 0.000400 1.98 O'ConnBanks-Herrera 0.00

0 Mainstem headwater (Keyst 865.02 103.49 51.75 1.24 268.63 334.33 0.31 0.09 0.000400 1.98 O'ConnBanks-Herrera 0.00

0 Mainstem headwater (Keyst 864.22 103.49 51.75 1.24 268.63 334.33 0.31 0.12 0.000400 1.98 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 863.41 103.49 51.75 0.73 443.69 325.29 0.32 0.15 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 862.61 103.52 51.76 0.73 443.73 325.35 0.32 0.18 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 861.80 103.52 51.76 0.73 443.73 325.35 0.32 0.21 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 861.00 103.52 57.51 0.73 443.73 325.35 0.32 0.24 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 L8- Lower Dam-8 pool to D 860.35 103.52 41.41 0.65 485.74 313.52 0.33 0.26 0.000400 5.14 O'ConnBanks-Herrera 0.00

0 D8- Dam #8 to downstream 859.39 103.52 56.47 0.71 351.56 251.15 0.41 0.29 0.000400 4.89 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 858.58 103.52 51.76 0.65 485.74 313.52 0.33 0.32 0.000400 5.14 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 857.78 103.52 51.76 0.65 485.74 313.52 0.33 0.34 0.000400 5.14 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 856.97 103.52 51.76 0.65 485.74 313.52 0.33 0.37 0.000400 5.14 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 856.17 103.52 51.76 0.65 485.74 313.52 0.33 0.40 0.000400 5.14 O'ConnBanks-Herrera 0.00

0 M7- Middle of Dam-7 pool 855.36 103.52 51.76 0.66 842.59 553.36 0.19 0.45 0.000400 3.96 O'ConnBanks-Herrera 0.00

0 M7- Middle of Dam-7 pool 854.56 103.52 54.49 0.66 842.59 553.36 0.19 0.50 0.000400 3.96 O'ConnBanks-Herrera 0.00

0 L7- Lower Dam-7 pool 853.84 103.52 51.76 0.93 1066.35 991.00 0.10 0.58 0.000400 1.96 O'ConnBanks-Herrera 0.00

0 L7- Lower Dam-7 pool 853.11 103.52 46.59 0.93 1066.35 991.00 0.10 0.66 0.000400 1.96 O'ConnBanks-Herrera 0.00

0 D7- Dam #7 to S-Springs W 852.23 103.52 51.76 0.70 399.98 279.73 0.37 0.69 0.000400 4.81 O'ConnBanks-Herrera 0.00

0 D7- Dam #7 to S-Springs W 851.34 103.52 49.51 0.70 399.98 279.73 0.37 0.72 0.000400 4.81 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 850.38 103.60 51.80 0.70 400.04 279.88 0.37 0.75 0.000400 4.81 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 849.41 103.60 51.80 0.70 400.04 279.88 0.37 0.78 0.000400 4.81 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 848.44 103.60 51.80 0.70 400.04 279.88 0.37 0.81 0.000400 4.81 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 847.48 103.60 51.80 0.70 400.04 279.88 0.37 0.84 0.000400 4.81 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 846.51 103.60 56.51 0.70 400.04 279.88 0.37 0.87 0.000400 4.81 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 845.71 103.60 51.80 0.73 443.83 325.51 0.32 0.90 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 844.90 103.60 51.80 0.73 443.83 325.51 0.32 0.92 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 844.10 103.60 51.80 0.73 443.83 325.51 0.32 0.95 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 843.29 103.68 51.84 0.73 443.93 325.66 0.32 0.98 0.000400 4.22 O'ConnBanks-Herrera 0.00

0 SR- Sun Refinery to Zink 842.49 103.68 51.84 1.31 465.49 610.83 0.17 1.04 0.000400 1.46 O'ConnBanks-Herrera 0.00

0 SR- Sun Refinery to Zink 841.68 103.68 47.13 1.31 465.49 610.83 0.17 1.09 0.000400 1.46 O'ConnBanks-Herrera 0.00

0 MZ- Middle of Zink Lake p 840.72 103.68 62.21 1.01 246.10 248.62 0.42 1.12 0.000400 3.00 O'ConnBanks-Herrera 0.00

0 LZ- Lower Zink Lake pool 840.08 103.68 102.80 1.70 266.82 454.29 0.23 1.15 0.000400 1.14 O'ConnBanks-Herrera 0.00

0 ZD-Zinc Dam 840.07 103.68 0.00 2.60 100.00 259.69 0.40 1.15 0.000400 0.79 O'ConnBanks-Herrera 2.19

0 ZD- Zink Dam and Sinclair 839.59 103.81 38.65 0.41 517.37 211.35 0.49 1.16 0.000400 11.79 O'ConnBanks-Herrera 0.00

0 T6- Top of Dam-6 pool and 838.79 103.83 51.91 0.70 411.71 288.23 0.36 1.19 0.000400 4.75 O'ConnBanks-Herrera 0.00

0 T6- Top of Dam-6 pool and 837.98 103.83 51.91 0.70 411.71 288.23 0.36 1.22 0.000400 4.75 O'ConnBanks-Herrera 0.00

0 M6- Middle of Dam-6 pool 837.18 103.83 74.16 0.60 374.79 224.58 0.46 1.24 0.000400 6.60 O'ConnBanks-Herrera 0.00

0 L6- Lower Dam-6 pool 836.86 103.83 29.67 0.59 425.02 250.45 0.41 1.24 0.000400 6.45 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 836.05 104.71 52.36 0.66 465.77 308.81 0.34 1.27 0.000400 5.00 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 835.25 104.71 52.36 0.66 465.77 308.81 0.34 1.30 0.000400 5.00 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 834.44 104.71 52.36 0.66 465.77 308.81 0.34 1.33 0.000400 5.00 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 833.64 104.71 58.17 0.66 465.77 308.81 0.34 1.35 0.000400 5.00 O'ConnBanks-Herrera 0.00

0 M5- Middle of Dam-5 pool 832.99 104.71 52.36 0.50 391.46 194.36 0.54 1.37 0.000400 9.26 O'ConnBanks-Herrera 0.00

0 M5- Middle of Dam-5 pool 832.35 104.71 59.84 0.50 391.46 194.36 0.54 1.38 0.000400 9.26 O'ConnBanks-Herrera 0.00

0 L5- Lower Dam-5 pool 831.87 104.71 62.83 0.77 257.20 196.96 0.53 1.39 0.000400 4.94 O'ConnBanks-Herrera 0.00

0 D5- Dam #5 and Sapulpa WW 831.55 104.86 26.22 0.65 248.04 162.16 0.65 1.40 0.000400 6.75 O'ConnBanks-Herrera 0.00

0 T4- Top of Dam-4 pool 830.58 104.86 52.43 0.72 258.96 187.52 0.56 1.42 0.000400 5.47 O'ConnBanks-Herrera 0.00

0 T4- Top of Dam-4 pool 829.61 104.86 52.43 0.72 258.96 187.52 0.56 1.44 0.000400 5.47 O'ConnBanks-Herrera 0.00

0 M4- Middle of Dam-4 pool 828.65 104.86 69.91 0.56 649.07 360.50 0.29 1.48 0.000400 6.03 O'ConnBanks-Herrera 0.00

0 L4- Lower Dam-4 pool 828.17 104.86 37.75 0.73 343.59 250.50 0.42 1.49 0.000400 4.78 O'ConnBanks-Herrera 0.00

0 D4- Dam #4 and top of Dam 827.31 104.86 52.43 0.68 416.74 281.43 0.37 1.52 0.000400 5.07 O'ConnBanks-Herrera 0.00

0 D4- Dam #4 and top of Dam 826.45 104.86 52.43 0.68 416.74 281.43 0.37 1.54 0.000400 5.07 O'ConnBanks-Herrera 0.00

0 D4- Dam #4 and top of Dam 825.59 105.40 51.89 0.68 417.33 282.40 0.37 1.57 0.000400 5.06 O'ConnBanks-Herrera 0.00

0 M3- Middle of Dam-3 pool 824.71 105.46 52.73 0.75 688.85 515.59 0.20 1.62 0.000400 3.42 O'ConnBanks-Herrera 0.00

0 M3- Middle of Dam-3 pool 823.82 105.54 68.29 0.75 689.14 515.99 0.20 1.67 0.000400 3.42 O'ConnBanks-Herrera 0.00

0 L3- Lower Dam-3 pool 823.34 105.56 45.24 0.71 269.45 192.51 0.55 1.68 0.000400 5.53 O'ConnBanks-Herrera 0.00

0 D3- Dam #3 and downstream 822.69 105.56 44.44 0.71 269.45 192.51 0.55 1.69 0.000400 5.53 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 821.81 105.59 52.79 0.78 308.20 240.68 0.44 1.72 0.000400 4.42 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 820.92 105.65 52.83 0.78 308.26 240.81 0.44 1.74 0.000400 4.42 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 820.04 105.65 52.83 0.78 308.26 240.81 0.44 1.76 0.000400 4.42 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 819.15 105.65 47.59 0.78 308.26 240.81 0.44 1.79 0.000400 4.42 O'ConnBanks-Herrera 0.00

0 R1- Bixby N to Mid Pool 818.07 105.70 52.85 0.78 308.29 240.88 0.44 1.82 0.000400 4.42 O'ConnBanks-Herrera 0.00

0 L2- Mid pool to Dam2 816.99 105.70 54.62 0.78 308.29 240.88 0.44 1.84 0.000400 4.42 O'ConnBanks-Herrera 0.00

0 D2- Dam2 to Bixby South w 815.98 105.70 51.95 1.53 318.14 487.33 0.22 1.90 0.000400 1.30 O'ConnBanks-Herrera 0.00

0 T1- Bixby south to RMUA H 814.94 105.72 52.86 1.53 318.15 487.39 0.22 1.95 0.000400 1.30 O'ConnBanks-Herrera 0.00

0 T1- Bixby south to RMUA H 813.89 105.72 55.84 1.53 318.15 487.39 0.22 2.01 0.000400 1.30 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 812.96 106.33 53.16 0.79 234.43 186.14 0.57 2.03 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 812.03 106.33 53.16 0.79 234.43 186.14 0.57 2.05 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 811.09 106.33 53.16 0.79 234.43 186.14 0.57 2.07 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 810.16 106.33 53.26 0.79 234.43 186.14 0.57 2.09 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 809.23 106.33 53.16 0.79 234.43 186.14 0.57 2.10 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 808.30 106.33 53.16 0.79 234.43 186.14 0.57 2.12 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 807.37 106.33 53.16 0.79 234.43 186.14 0.57 2.14 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 806.44 106.33 66.37 0.79 234.43 186.14 0.57 2.16 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 X1- Dam1 to Broken Arrow 805.88 106.33 33.64 0.79 234.43 186.14 0.57 2.17 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 D1- BA WWTP 1/4 way to Co 804.67 106.53 58.48 0.79 234.52 186.37 0.57 2.20 0.000400 4.83 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 803.68 106.53 53.26 0.73 533.68 388.11 0.27 2.24 0.000400 4.01 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 802.68 106.53 53.26 0.73 533.68 388.11 0.27 2.28 0.000400 4.01 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 801.69 106.53 53.26 0.73 533.68 388.11 0.27 2.32 0.000400 4.01 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 800.69 106.53 53.26 0.73 533.68 388.11 0.27 2.36 0.000400 4.01 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 799.70 106.53 53.26 0.73 533.68 388.11 0.27 2.41 0.000400 4.01 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 798.71 106.53 53.26 0.97 139.32 134.60 0.79 2.42 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 797.71 106.53 53.26 0.97 139.32 134.60 0.79 2.44 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 796.72 106.53 53.26 0.97 139.32 134.60 0.79 2.45 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 795.72 106.53 53.26 0.97 139.32 134.60 0.79 2.46 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 794.73 106.53 53.21 0.97 139.32 134.60 0.79 2.48 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 793.73 106.53 53.26 0.97 139.32 134.60 0.79 2.49 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 792.74 106.53 53.26 0.97 139.32 134.60 0.79 2.51 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 791.74 106.53 53.26 0.97 139.32 134.60 0.79 2.52 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 790.75 106.53 53.26 0.97 139.32 134.60 0.79 2.54 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 789.75 106.53 53.16 0.97 139.32 134.60 0.79 2.55 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 788.75 106.56 53.28 0.97 139.31 134.62 0.79 2.57 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 787.75 106.56 53.28 0.97 139.31 134.62 0.79 2.58 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 786.75 106.56 53.28 0.97 139.31 134.62 0.79 2.60 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 785.75 106.56 53.28 0.97 139.31 134.62 0.79 2.61 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 784.75 106.56 53.28 0.97 139.31 134.62 0.79 2.63 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 783.75 106.56 53.28 0.97 139.31 134.62 0.79 2.64 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 782.75 106.56 53.28 0.97 139.31 134.62 0.79 2.65 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 781.75 106.56 53.28 0.97 139.31 134.62 0.79 2.67 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 780.75 106.56 53.28 0.97 139.31 134.62 0.79 2.68 0.000400 4.20 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 779.75 106.56 53.28 0.97 139.31 134.62 0.79 2.70 0.000400 4.20 O'ConnBanks-Herrera 0.00

Q2kBixbyWLA-Validation-r1O

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Tributary

No. Reach Label x(km) cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L) CBODf (mgO2/L) No(ugN/L) NH4(ugN/L) NO3(ugN/L)

0 Mainstem headwa 867.43 2275.00 31.70 9.50 2.30 2.30 2600.00 150.00 770.00

0 Mainstem headwa 867.03 2275.00 31.68 9.50 2.28 2.29 2594.72 153.72 769.38

0 Mainstem headwa 866.23 2275.00 31.67 9.49 2.27 2.29 2589.42 157.45 768.79

0 Mainstem headwa 865.42 2275.00 31.65 9.48 2.25 2.28 2584.09 161.18 768.23

0 Mainstem headwa 864.62 2275.00 31.64 9.48 2.23 2.28 2578.74 164.91 767.69

0 M8- Middle of D 863.81 2275.00 31.61 9.50 2.22 2.27 2573.16 168.57 766.08

0 M8- Middle of D 863.01 2274.28 31.58 9.52 2.21 2.29 2567.35 174.46 765.22

0 M8- Middle of D 862.20 2274.28 31.55 9.53 2.19 2.28 2561.68 178.13 763.66

0 M8- Middle of D 861.40 2274.28 31.53 9.54 2.18 2.27 2555.96 181.79 762.11

0 L8- Lower Dam-8 860.68 2274.28 31.51 9.55 2.16 2.27 2551.44 184.63 760.64

0 D8- Dam #8 to d 859.87 2274.28 31.48 9.56 2.15 2.27 2546.04 188.03 759.16

0 T7- Top of Dam- 858.99 2274.28 31.45 9.56 2.13 2.26 2540.29 191.57 757.35

0 T7- Top of Dam- 858.18 2274.28 31.43 9.56 2.12 2.25 2534.50 195.12 755.54

0 T7- Top of Dam- 857.38 2274.28 31.40 9.56 2.10 2.25 2528.66 198.66 753.75

0 T7- Top of Dam- 856.57 2274.28 31.37 9.55 2.08 2.24 2522.78 202.20 751.98

0 M7- Middle of D 855.77 2274.28 31.32 9.51 2.06 2.23 2512.29 208.44 748.99

0 M7- Middle of D 854.96 2274.28 31.28 9.47 2.03 2.22 2501.68 214.66 746.06

0 L7- Lower Dam-7 854.20 2274.28 31.22 9.37 1.98 2.21 2485.09 224.60 744.20

0 L7- Lower Dam-7 853.47 2274.28 31.17 9.28 1.94 2.20 2468.34 234.40 742.54

0 D7- Dam #7 to S 852.67 2274.28 31.14 9.27 1.92 2.19 2462.35 237.73 741.23

0 D7- Dam #7 to S 851.78 2274.28 31.12 9.26 1.91 2.19 2456.34 241.05 739.95

0 SS- S-Springs M 850.86 2272.54 31.08 9.24 1.90 2.20 2449.39 260.48 740.42

0 SS- S-Springs M 849.89 2272.54 31.05 9.22 1.88 2.19 2442.76 263.91 739.19

0 SS- S-Springs M 848.93 2272.54 31.02 9.21 1.87 2.19 2436.10 267.32 737.98

0 SS- S-Springs M 847.96 2272.54 31.00 9.19 1.85 2.18 2429.40 270.70 736.81

0 SS- S-Springs M 847.00 2272.54 30.97 9.17 1.83 2.18 2422.67 274.06 735.65

0 CH- Channel u/s 846.11 2272.54 30.94 9.15 1.82 2.17 2416.16 277.30 734.72

0 CH- Channel u/s 845.31 2272.54 30.92 9.12 1.80 2.17 2409.63 280.52 733.80

0 CH- Channel u/s 844.50 2272.54 30.89 9.10 1.79 2.16 2403.07 283.72 732.92

0 CH- Channel u/s 843.70 2270.92 30.85 9.07 1.77 2.16 2396.19 287.04 733.67

0 SR- Sun Refiner 842.89 2270.92 30.83 9.00 1.74 2.15 2384.41 293.06 734.88

0 SR- Sun Refiner 842.09 2270.92 30.80 8.93 1.71 2.14 2372.60 298.97 736.18

0 MZ- Middle of Z 841.20 2270.92 30.78 8.91 1.70 2.14 2366.72 301.79 736.32

0 LZ- Lower Zink 840.40 2270.92 30.77 8.86 1.68 2.13 2359.78 305.27 737.65

0 ZD-Zinc Dam 840.07 2270.92 30.77 8.86 1.68 2.13 2359.75 305.28 737.66

0 ZD- Zink Dam an 839.83 2268.06 30.72 9.14 1.68 2.13 2356.52 307.45 739.19

0 T6- Top of Dam- 839.19 2267.58 30.70 9.11 1.66 2.13 2350.52 310.19 738.90

0 T6- Top of Dam- 838.39 2267.58 30.67 9.08 1.65 2.13 2344.58 312.72 738.15

0 M6- Middle of D 837.58 2267.58 30.65 9.06 1.64 2.12 2339.85 314.64 737.16

0 L6- Lower Dam-6 837.02 2267.58 30.64 9.05 1.64 2.12 2337.73 315.49 736.70

0 D6- Dam #6 and 836.45 2248.41 30.38 8.97 1.62 2.12 2328.45 316.33 754.77

0 D6- Dam #6 and 835.65 2248.41 30.35 8.94 1.61 2.12 2321.99 318.96 753.73

0 D6- Dam #6 and 834.85 2248.41 30.33 8.92 1.59 2.11 2315.51 321.56 752.72

0 D6- Dam #6 and 834.04 2248.41 30.30 8.89 1.58 2.11 2309.02 324.14 751.73

0 M5- Middle of D 833.32 2248.41 30.29 8.89 1.57 2.10 2305.61 325.37 750.59

0 M5- Middle of D 832.67 2248.41 30.27 8.89 1.56 2.10 2302.20 326.60 749.46

0 L5- Lower Dam-5 832.11 2248.41 30.26 8.88 1.56 2.10 2299.74 327.59 749.29

0 D5- Dam #5 and 831.71 2245.22 30.23 8.87 1.56 2.10 2297.93 328.36 752.28

0 T4- Top of Dam- 831.06 2245.22 30.21 8.85 1.55 2.10 2293.21 330.22 751.82

0 T4- Top of Dam- 830.10 2245.22 30.19 8.84 1.54 2.10 2288.47 332.05 751.38

0 M4- Middle of D 829.13 2245.22 30.15 8.81 1.52 2.09 2279.04 335.38 749.06

0 L4- Lower Dam-4 828.41 2245.22 30.14 8.80 1.51 2.09 2275.86 336.59 748.80

0 D4- Dam #4 and 827.74 2245.22 30.12 8.78 1.50 2.08 2269.44 338.94 748.02

0 D4- Dam #4 and 826.88 2245.22 30.09 8.76 1.49 2.08 2263.01 341.26 747.27

0 D4- Dam #4 and 826.02 2233.82 29.92 8.73 1.49 2.12 2255.22 351.49 758.00

0 M3- Middle of D 825.15 2232.42 29.86 8.67 1.47 2.11 2243.02 356.17 758.81

0 M3- Middle of D 824.26 2230.75 29.80 8.62 1.44 2.10 2230.77 360.90 759.98

0 L3- Lower Dam-3 823.58 2230.47 29.79 8.61 1.44 2.10 2228.03 361.81 759.72

0 D3- Dam #3 and 823.02 2230.47 29.78 8.61 1.43 2.10 2224.74 362.88 759.50

0 US - Top Dam2 p 822.25 2229.82 29.75 8.59 1.42 2.10 2219.06 365.37 760.08

0 US - Top Dam2 p 821.37 2228.42 29.72 8.58 1.41 2.09 2213.31 367.20 761.41

0 US - Top Dam2 p 820.48 2228.42 29.70 8.57 1.40 2.09 2207.69 368.99 761.36

0 US - Top Dam2 p 819.60 2228.42 29.68 8.55 1.39 2.09 2202.07 370.75 761.32

0 R1- Bixby N to 818.61 2227.87 29.65 8.54 1.39 2.08 2206.08 389.24 761.35

0 L2- Mid pool to 817.53 2227.87 29.63 8.52 1.38 2.08 2199.18 391.17 761.51

0 D2- Dam2 to Bix 816.49 2227.87 29.61 8.44 1.35 2.07 2186.74 395.12 765.32

0 T1- Bixby south 815.46 2227.49 29.58 8.37 1.33 2.06 2173.60 404.22 769.92

0 T1- Bixby south 814.42 2227.49 29.56 8.29 1.31 2.05 2160.80 407.94 774.09

0 M1- Haikey Ck t 813.43 2219.09 29.40 8.30 1.43 2.06 2164.45 414.65 773.63

0 M1- Haikey Ck t 812.49 2219.09 29.38 8.31 1.42 2.05 2159.91 415.70 774.73

0 M1- Haikey Ck t 811.56 2219.09 29.37 8.31 1.41 2.05 2155.37 416.73 775.85

0 M1- Haikey Ck t 810.63 2219.09 29.36 8.32 1.40 2.04 2150.83 417.75 776.97

0 L1- Mid Dam1 Po 809.70 2219.09 29.34 8.32 1.39 2.04 2146.31 418.76 778.10

0 L1- Mid Dam1 Po 808.77 2219.09 29.33 8.33 1.38 2.04 2141.78 419.75 779.23

0 L1- Mid Dam1 Po 807.84 2219.09 29.31 8.33 1.37 2.03 2137.26 420.72 780.37

0 L1- Mid Dam1 Po 806.91 2219.09 29.30 8.33 1.36 2.03 2132.74 421.68 781.52

0 X1- Dam1 to Bro 806.16 2219.09 29.29 8.34 1.36 2.03 2130.01 422.25 782.21

0 D1- BA WWTP 1/4 805.28 2216.39 29.23 8.34 1.42 2.02 2125.01 422.87 786.18

0 BA- Downstream 804.17 2216.39 29.19 8.32 1.40 2.02 2114.87 424.83 788.43

0 BA- Downstream 803.18 2216.39 29.16 8.31 1.37 2.01 2104.71 426.73 790.71

0 BA- Downstream 802.19 2216.39 29.12 8.30 1.35 2.00 2094.55 428.56 793.03

0 BA- Downstream 801.19 2216.39 29.09 8.28 1.33 1.99 2084.39 430.33 795.37

0 BA- Downstream 800.20 2216.39 29.06 8.27 1.31 1.99 2074.23 432.02 797.74

0 BF- Further d/s 799.20 2216.39 29.05 8.27 1.31 1.99 2070.79 432.67 798.94

0 BF- Further d/s 798.21 2216.39 29.04 8.27 1.30 1.98 2067.34 433.31 800.14

0 BF- Further d/s 797.22 2216.39 29.03 8.27 1.29 1.98 2063.90 433.94 801.34

0 BF- Further d/s 796.22 2216.39 29.02 8.27 1.29 1.98 2060.46 434.57 802.55

0 BF- Further d/s 795.23 2216.39 29.01 8.26 1.28 1.98 2057.02 435.18 803.76

0 CO- Downstream 794.23 2216.39 29.01 8.26 1.27 1.97 2053.57 435.79 804.98

0 CO- Downstream 793.24 2216.39 29.00 8.26 1.27 1.97 2050.13 436.39 806.19

0 CO- Downstream 792.24 2216.39 28.99 8.26 1.26 1.97 2046.69 436.98 807.42

0 CO- Downstream 791.24 2216.39 28.98 8.26 1.25 1.97 2043.25 437.56 808.64

0 CO- Downstream 790.25 2216.39 28.97 8.25 1.25 1.97 2039.82 438.14 809.87

0 CO- Downstream 789.25 2215.69 28.95 8.25 1.25 1.98 2036.36 440.81 811.80

0 CO- Downstream 788.25 2215.69 28.95 8.25 1.24 1.98 2032.91 441.36 813.05

0 CO- Downstream 787.25 2215.69 28.94 8.24 1.23 1.98 2029.47 441.90 814.31

0 CO- Downstream 786.25 2215.69 28.93 8.24 1.23 1.97 2026.03 442.43 815.56

0 CO- Downstream 785.25 2215.69 28.92 8.24 1.22 1.97 2022.59 442.96 816.82

0 CO- Downstream 784.25 2215.69 28.91 8.24 1.21 1.97 2019.15 443.47 818.08

0 CO- Downstream 783.25 2215.69 28.90 8.23 1.21 1.97 2015.72 443.98 819.34

0 CO- Downstream 782.25 2215.69 28.89 8.23 1.20 1.96 2012.29 444.48 820.60

0 CO- Downstream 781.25 2215.69 28.88 8.23 1.20 1.96 2008.86 444.97 821.87

0 CO- Downstream 780.25 2215.69 28.88 8.23 1.19 1.96 2005.44 445.45 823.14

0 Terminus 779.75 2215.69 28.88 8.23 1.19 1.96 2005.44 445.45 823.14Q2kBixbyWLA-Validation-r1O

Page 292: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

ConstituentConstituentConstituent

Po (ugP/L) Inorg P (ugP/L) Phyto (ugA/L) INp(ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk i ii iii

150.00 40.00 14.90 0.00 0.00 7.30 0.00 160.00 0.00 0.00 0.00

149.92 39.97 14.86 0.16 0.05 7.29 0.00 160.01 0.00 0.00 0.00

149.83 39.95 14.82 0.31 0.09 7.28 0.00 160.02 0.00 0.00 0.00

149.74 39.94 14.78 0.43 0.12 7.28 0.00 160.03 0.00 0.00 0.00

149.66 39.94 14.74 0.54 0.15 7.27 0.00 160.04 0.00 0.00 0.00

149.57 39.89 14.72 0.65 0.18 7.26 0.00 160.05 0.00 0.00 0.00

149.44 39.84 14.69 0.74 0.20 7.25 0.00 160.03 0.00 0.00 0.00

149.35 39.81 14.67 0.83 0.22 7.24 0.00 160.04 0.00 0.00 0.00

149.26 39.77 14.64 0.91 0.24 7.23 0.00 160.05 0.00 0.00 0.00

149.19 39.74 14.63 0.97 0.25 7.22 0.00 160.06 0.00 0.00 0.00

149.11 39.71 14.61 1.04 0.27 7.21 0.00 160.06 0.00 0.00 0.00

149.02 39.66 14.59 1.11 0.28 7.20 0.00 160.07 0.00 0.00 0.00

148.93 39.63 14.57 1.18 0.30 7.19 0.00 160.08 0.00 0.00 0.00

148.84 39.59 14.55 1.24 0.31 7.18 0.00 160.09 0.00 0.00 0.00

148.74 39.55 14.53 1.30 0.33 7.17 0.00 160.09 0.00 0.00 0.00

148.58 39.50 14.50 1.40 0.35 7.15 0.00 160.11 0.00 0.00 0.00

148.41 39.45 14.46 1.50 0.37 7.13 0.00 160.12 0.00 0.00 0.00

148.14 39.47 14.36 1.64 0.40 7.10 0.00 160.13 0.00 0.00 0.00

147.86 39.50 14.26 1.77 0.43 7.08 0.00 160.15 0.00 0.00 0.00

147.77 39.48 14.23 1.81 0.44 7.07 0.00 160.15 0.00 0.00 0.00

147.67 39.47 14.20 1.85 0.45 7.06 0.00 160.16 0.00 0.00 0.00

147.45 40.18 14.16 1.89 0.46 7.05 0.00 160.12 0.00 0.00 0.00

147.34 40.17 14.13 1.94 0.46 7.04 0.00 160.12 0.00 0.00 0.00

147.23 40.16 14.10 1.98 0.47 7.03 0.00 160.13 0.00 0.00 0.00

147.13 40.14 14.07 2.02 0.48 7.01 0.00 160.13 0.00 0.00 0.00

147.02 40.13 14.04 2.06 0.49 7.00 0.00 160.13 0.00 0.00 0.00

146.91 40.13 14.01 2.09 0.50 6.99 0.00 160.13 0.00 0.00 0.00

146.80 40.12 13.99 2.13 0.50 6.98 0.00 160.14 0.00 0.00 0.00

146.69 40.12 13.96 2.16 0.51 6.97 0.00 160.14 0.00 0.00 0.00

146.48 40.80 13.92 2.20 0.52 6.96 0.00 160.10 0.00 0.00 0.00

146.27 40.88 13.83 2.26 0.53 6.94 0.00 160.10 0.00 0.00 0.00

146.07 40.96 13.74 2.31 0.54 6.92 0.00 160.10 0.00 0.00 0.00

145.97 40.98 13.70 2.34 0.55 6.91 0.00 160.11 0.00 0.00 0.00

145.85 41.05 13.64 2.37 0.56 6.90 0.00 160.11 0.00 0.00 0.00

145.85 41.05 13.64 2.37 0.56 6.90 0.00 160.11 0.00 0.00 0.00

145.62 42.23 13.61 2.38 0.56 6.90 0.00 160.03 0.00 0.00 0.00

145.49 42.21 13.59 2.40 0.56 6.89 0.00 160.02 0.00 0.00 0.00

145.39 42.20 13.57 2.43 0.57 6.88 0.00 160.02 0.00 0.00 0.00

145.31 42.18 13.55 2.45 0.57 6.87 0.00 160.02 0.00 0.00 0.00

145.27 42.18 13.55 2.46 0.57 6.87 0.00 160.02 0.00 0.00 0.00

143.94 50.24 13.41 2.46 0.57 6.82 0.00 159.51 0.00 0.00 0.00

143.83 50.21 13.39 2.48 0.58 6.80 0.00 159.51 0.00 0.00 0.00

143.72 50.17 13.37 2.51 0.58 6.79 0.00 159.51 0.00 0.00 0.00

143.61 50.14 13.35 2.53 0.59 6.78 0.00 159.51 0.00 0.00 0.00

143.56 50.11 13.35 2.54 0.59 6.78 0.00 159.51 0.00 0.00 0.00

143.50 50.07 13.34 2.55 0.59 6.77 0.00 159.51 0.00 0.00 0.00

143.46 50.07 13.33 2.56 0.60 6.77 0.00 159.51 0.00 0.00 0.00

143.23 51.41 13.31 2.56 0.60 6.77 0.00 159.42 0.00 0.00 0.00

143.15 51.39 13.29 2.57 0.60 6.76 0.00 159.42 0.00 0.00 0.00

143.07 51.38 13.28 2.59 0.60 6.75 0.00 159.42 0.00 0.00 0.00

142.91 51.30 13.26 2.62 0.61 6.73 0.00 159.42 0.00 0.00 0.00

142.86 51.29 13.25 2.63 0.61 6.73 0.00 159.41 0.00 0.00 0.00

142.75 51.27 13.23 2.65 0.61 6.72 0.00 159.41 0.00 0.00 0.00

142.64 51.24 13.21 2.66 0.62 6.71 0.00 159.41 0.00 0.00 0.00

141.80 50.96 13.13 2.67 0.62 6.66 0.00 159.10 0.00 0.00 0.00

141.51 50.91 13.07 2.70 0.63 6.64 0.00 159.06 0.00 0.00 0.00

141.19 51.60 13.02 2.73 0.63 6.62 0.00 159.01 0.00 0.00 0.00

141.13 51.58 13.01 2.73 0.63 6.61 0.00 159.00 0.00 0.00 0.00

141.08 51.58 12.99 2.74 0.63 6.61 0.00 159.00 0.00 0.00 0.00

140.94 51.85 12.97 2.76 0.64 6.60 0.00 158.97 0.00 0.00 0.00

140.75 52.44 12.94 2.77 0.64 6.59 0.00 158.93 0.00 0.00 0.00

140.65 52.43 12.91 2.78 0.64 6.58 0.00 158.93 0.00 0.00 0.00

140.55 52.42 12.89 2.79 0.65 6.57 0.00 158.92 0.00 0.00 0.00

140.78 54.59 12.86 2.81 0.65 6.56 0.00 158.98 0.00 0.00 0.00

140.66 54.58 12.83 2.82 0.65 6.55 0.00 158.97 0.00 0.00 0.00

140.43 54.68 12.73 2.85 0.66 6.53 0.00 158.96 0.00 0.00 0.00

140.26 55.61 12.62 2.88 0.66 6.51 0.00 158.96 0.00 0.00 0.00

140.03 55.71 12.51 2.90 0.67 6.50 0.00 158.94 0.00 0.00 0.00

140.63 59.13 12.53 2.89 0.67 6.47 0.00 159.11 0.00 0.00 0.00

140.55 59.12 12.51 2.90 0.67 6.46 0.00 159.11 0.00 0.00 0.00

140.46 59.11 12.49 2.91 0.67 6.46 0.00 159.10 0.00 0.00 0.00

140.38 59.10 12.47 2.92 0.67 6.45 0.00 159.10 0.00 0.00 0.00

140.30 59.09 12.45 2.92 0.67 6.44 0.00 159.09 0.00 0.00 0.00

140.22 59.08 12.43 2.93 0.67 6.43 0.00 159.08 0.00 0.00 0.00

140.14 59.07 12.41 2.94 0.68 6.43 0.00 159.08 0.00 0.00 0.00

140.06 59.06 12.39 2.95 0.68 6.42 0.00 159.07 0.00 0.00 0.00

140.01 59.05 12.38 2.95 0.68 6.42 0.00 159.06 0.00 0.00 0.00

139.82 62.49 12.37 2.95 0.68 6.40 0.00 159.09 0.00 0.00 0.00

139.64 62.44 12.34 2.97 0.68 6.38 0.00 159.08 0.00 0.00 0.00

139.46 62.39 12.31 2.98 0.69 6.37 0.00 159.06 0.00 0.00 0.00

139.27 62.34 12.28 3.00 0.69 6.35 0.00 159.05 0.00 0.00 0.00

139.08 62.29 12.26 3.01 0.69 6.33 0.00 159.03 0.00 0.00 0.00

138.90 62.25 12.23 3.02 0.69 6.32 0.00 159.01 0.00 0.00 0.00

138.83 62.25 12.21 3.03 0.69 6.31 0.00 159.00 0.00 0.00 0.00

138.77 62.25 12.20 3.03 0.70 6.31 0.00 159.00 0.00 0.00 0.00

138.70 62.26 12.18 3.04 0.70 6.30 0.00 158.99 0.00 0.00 0.00

138.64 62.26 12.17 3.04 0.70 6.29 0.00 158.99 0.00 0.00 0.00

138.57 62.26 12.15 3.05 0.70 6.29 0.00 158.98 0.00 0.00 0.00

138.51 62.27 12.13 3.05 0.70 6.28 0.00 158.97 0.00 0.00 0.00

138.44 62.27 12.12 3.05 0.70 6.28 0.00 158.97 0.00 0.00 0.00

138.38 62.28 12.10 3.06 0.70 6.27 0.00 158.96 0.00 0.00 0.00

138.31 62.28 12.08 3.06 0.70 6.27 0.00 158.95 0.00 0.00 0.00

138.25 62.28 12.07 3.06 0.70 6.26 0.00 158.95 0.00 0.00 0.00

138.14 62.58 12.05 3.07 0.70 6.26 0.00 158.92 0.00 0.00 0.00

138.07 62.59 12.03 3.07 0.70 6.25 0.00 158.91 0.00 0.00 0.00

138.01 62.59 12.01 3.07 0.70 6.25 0.00 158.91 0.00 0.00 0.00

137.94 62.59 12.00 3.08 0.71 6.24 0.00 158.90 0.00 0.00 0.00

137.88 62.60 11.98 3.08 0.71 6.23 0.00 158.89 0.00 0.00 0.00

137.81 62.60 11.96 3.09 0.71 6.23 0.00 158.89 0.00 0.00 0.00

137.75 62.61 11.94 3.09 0.71 6.22 0.00 158.88 0.00 0.00 0.00

137.68 62.61 11.93 3.09 0.71 6.22 0.00 158.87 0.00 0.00 0.00

137.61 62.61 11.91 3.09 0.71 6.21 0.00 158.86 0.00 0.00 0.00

137.55 62.62 11.89 3.10 0.71 6.21 0.00 158.86 0.00 0.00 0.00

137.55 62.62 11.89 3.10 0.71 6.21 0.00 158.86 0.00 0.00 0.00Q2kBixbyWLA-Validation-r1O

Page 293: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent Bot Algae QNb QPb TSS

pH (mgA/m2) (ugN/mgA) (ugP/mgA) TOC TN TP TKN (mgD/L) CBODu NH3 DO sat

7.80 0.00 0.00 0.00 5.23 3520.00 190.00 2750.00 40.49 14.06 2.14 10.36

7.81 0.00 NaN NaN 5.21 3517.99 189.94 2748.61 40.46 14.02 2.25 10.34

7.82 0.00 NaN NaN 5.20 3515.96 189.87 2747.17 40.44 13.99 2.37 10.32

7.83 0.00 NaN NaN 5.19 3513.93 189.81 2745.70 40.41 13.95 2.50 10.29

7.83 0.00 NaN NaN 5.17 3511.88 189.75 2744.19 40.38 13.92 2.63 10.27

7.86 0.00 NaN NaN 5.16 3508.46 189.64 2742.38 40.34 13.88 2.85 10.23

7.87 0.00 NaN NaN 5.16 3507.77 189.48 2742.55 40.29 13.87 3.13 10.19

7.89 0.00 NaN NaN 5.14 3504.29 189.37 2740.63 40.26 13.84 3.38 10.16

7.91 0.00 NaN NaN 5.13 3500.77 189.27 2738.66 40.22 13.80 3.64 10.12

7.93 0.00 NaN NaN 5.12 3497.67 189.18 2737.03 40.19 13.77 3.89 10.09

7.95 0.00 NaN NaN 5.11 3494.27 189.08 2735.11 40.15 13.74 4.18 10.06

7.97 0.00 NaN NaN 5.10 3490.33 188.97 2732.98 40.11 13.71 4.51 10.02

7.99 0.00 NaN NaN 5.08 3486.34 188.85 2730.80 40.07 13.67 4.86 9.99

8.00 0.00 NaN NaN 5.07 3482.32 188.74 2728.57 40.03 13.64 5.21 9.95

8.02 0.00 NaN NaN 5.06 3478.26 188.63 2726.29 39.99 13.60 5.57 9.92

8.04 0.00 NaN NaN 5.03 3471.13 188.43 2722.14 39.92 13.54 6.11 9.86

8.05 0.00 NaN NaN 5.01 3463.90 188.23 2717.84 39.85 13.48 6.67 9.81

8.06 0.00 NaN NaN 4.98 3455.53 188.01 2711.33 39.76 13.38 7.21 9.74

8.07 0.00 NaN NaN 4.94 3447.04 187.79 2704.51 39.67 13.29 7.76 9.68

8.08 0.00 NaN NaN 4.93 3443.12 187.68 2701.89 39.64 13.25 8.14 9.65

8.09 0.00 NaN NaN 4.91 3439.18 187.58 2699.23 39.60 13.22 8.53 9.63

8.10 0.00 NaN NaN 4.91 3452.18 188.09 2711.76 39.54 13.21 9.51 9.59

8.11 0.00 NaN NaN 4.90 3447.79 187.98 2708.60 39.50 13.17 9.95 9.57

8.12 0.00 NaN NaN 4.88 3443.37 187.86 2705.39 39.46 13.13 10.40 9.54

8.13 0.00 NaN NaN 4.87 3438.92 187.75 2702.12 39.42 13.09 10.84 9.51

8.14 0.00 NaN NaN 4.85 3434.44 187.64 2698.79 39.38 13.06 11.29 9.49

8.14 0.00 NaN NaN 4.84 3430.28 187.53 2695.56 39.34 13.02 11.69 9.46

8.15 0.00 NaN NaN 4.83 3426.08 187.43 2692.28 39.30 12.98 12.08 9.44

8.15 0.00 NaN NaN 4.81 3421.86 187.32 2688.95 39.26 12.95 12.48 9.42

8.16 0.00 NaN NaN 4.80 3419.09 187.80 2685.42 39.20 12.91 12.85 9.39

8.16 0.00 NaN NaN 4.78 3414.60 187.69 2679.72 39.15 12.85 13.13 9.37

8.15 0.00 NaN NaN 4.75 3410.06 187.57 2673.89 39.10 12.78 13.40 9.35

8.15 0.00 NaN NaN 4.74 3407.17 187.50 2670.85 39.07 12.75 13.67 9.34

8.15 0.00 NaN NaN 4.72 3405.07 187.45 2667.42 39.04 12.71 13.77 9.33

8.15 0.00 NaN NaN 4.72 3405.07 187.45 2667.41 39.04 12.71 13.77 9.33

8.23 0.00 NaN NaN 4.72 3405.54 188.40 2666.35 38.98 12.69 16.51 9.31

8.23 0.00 NaN NaN 4.71 3402.02 188.26 2663.12 38.94 12.67 16.87 9.29

8.23 0.00 NaN NaN 4.70 3397.88 188.16 2659.73 38.91 12.64 17.23 9.28

8.24 0.00 NaN NaN 4.69 3394.09 188.07 2656.93 38.88 12.61 17.62 9.26

8.24 0.00 NaN NaN 4.68 3392.37 188.02 2655.68 38.86 12.60 17.79 9.25

8.22 0.00 NaN NaN 4.65 3402.00 194.75 2647.23 38.54 12.52 17.49 9.22

8.23 0.00 NaN NaN 4.64 3397.16 194.62 2643.43 38.50 12.49 17.92 9.20

8.23 0.00 NaN NaN 4.63 3392.30 194.48 2639.58 38.46 12.46 18.35 9.18

8.24 0.00 NaN NaN 4.62 3387.41 194.35 2635.69 38.42 12.42 18.77 9.17

8.24 0.00 NaN NaN 4.61 3384.12 194.26 2633.52 38.40 12.40 19.14 9.15

8.25 0.00 NaN NaN 4.60 3380.81 194.16 2631.35 38.37 12.38 19.51 9.14

8.25 0.00 NaN NaN 4.60 3379.17 194.12 2629.88 38.36 12.37 19.66 9.14

8.24 0.00 NaN NaN 4.60 3381.13 195.24 2628.86 38.32 12.37 19.67 9.13

8.25 0.00 NaN NaN 4.59 3377.82 195.14 2626.00 38.30 12.35 20.00 9.12

8.25 0.00 NaN NaN 4.58 3374.49 195.05 2623.11 38.27 12.33 20.32 9.11

8.26 0.00 NaN NaN 4.57 3366.10 194.82 2617.04 38.21 12.28 21.02 9.09

8.26 0.00 NaN NaN 4.56 3363.87 194.76 2615.07 38.19 12.26 21.21 9.08

8.26 0.00 NaN NaN 4.55 3359.05 194.63 2611.02 38.16 12.23 21.60 9.07

8.26 0.00 NaN NaN 4.54 3354.20 194.50 2606.93 38.12 12.20 21.99 9.05

8.25 0.00 NaN NaN 4.53 3367.38 193.38 2609.38 37.89 12.19 22.43 9.03

8.25 0.00 NaN NaN 4.51 3360.70 193.04 2601.89 37.81 12.13 22.87 9.01

8.25 0.00 NaN NaN 4.49 3354.38 193.42 2594.41 37.72 12.07 23.30 8.98

8.25 0.00 NaN NaN 4.48 3352.29 193.35 2592.58 37.70 12.06 23.45 8.98

8.25 0.00 NaN NaN 4.48 3349.86 193.29 2590.36 37.68 12.04 23.67 8.97

8.26 0.00 NaN NaN 4.47 3347.26 193.42 2587.18 37.65 12.02 23.96 8.96

8.26 0.00 NaN NaN 4.46 3344.69 193.82 2583.28 37.60 11.99 24.17 8.95

8.26 0.00 NaN NaN 4.45 3340.82 193.72 2579.46 37.58 11.96 24.45 8.94

8.26 0.00 NaN NaN 4.44 3336.93 193.62 2575.61 37.55 11.93 24.72 8.93

8.26 0.00 NaN NaN 4.43 3359.48 196.02 2598.13 37.50 11.92 26.11 8.92

8.26 0.00 NaN NaN 4.42 3354.68 195.89 2593.17 37.46 11.88 26.42 8.91

8.25 0.00 NaN NaN 4.39 3350.03 195.77 2584.71 37.41 11.82 26.35 8.90

8.25 0.00 NaN NaN 4.37 3350.62 196.53 2580.70 37.36 11.76 26.60 8.89

8.24 0.00 NaN NaN 4.35 3345.73 196.40 2571.64 37.31 11.70 26.51 8.88

8.24 0.00 NaN NaN 4.39 3355.62 200.43 2581.99 37.12 11.80 26.92 8.88

8.24 0.00 NaN NaN 4.38 3353.24 200.33 2578.51 37.10 11.77 27.15 8.87

8.24 0.00 NaN NaN 4.37 3350.86 200.24 2575.01 37.08 11.75 27.38 8.86

8.24 0.00 NaN NaN 4.36 3348.47 200.15 2571.50 37.05 11.72 27.60 8.86

8.24 0.00 NaN NaN 4.35 3346.08 200.06 2567.99 37.03 11.70 27.84 8.85

8.25 0.00 NaN NaN 4.34 3343.69 199.97 2564.46 37.01 11.68 28.09 8.85

8.25 0.00 NaN NaN 4.33 3341.29 199.88 2560.92 36.98 11.66 28.33 8.84

8.25 0.00 NaN NaN 4.32 3338.88 199.79 2557.36 36.96 11.63 28.57 8.83

8.25 0.00 NaN NaN 4.32 3337.43 199.74 2555.21 36.95 11.62 28.71 8.83

8.25 0.00 NaN NaN 4.33 3337.02 202.99 2550.84 36.86 11.66 28.89 8.82

8.25 0.00 NaN NaN 4.31 3331.10 202.76 2542.67 36.81 11.61 29.28 8.81

8.25 0.00 NaN NaN 4.30 3325.14 202.53 2534.43 36.76 11.56 29.68 8.80

8.26 0.00 NaN NaN 4.28 3319.14 202.30 2526.11 36.70 11.51 30.07 8.79

8.26 0.00 NaN NaN 4.26 3313.10 202.07 2517.73 36.65 11.46 30.45 8.78

8.26 0.00 NaN NaN 4.24 3307.02 201.84 2509.28 36.60 11.41 30.83 8.77

8.26 0.00 NaN NaN 4.24 3305.42 201.78 2506.48 36.58 11.40 30.96 8.76

8.26 0.00 NaN NaN 4.23 3303.82 201.72 2503.69 36.57 11.38 31.09 8.76

8.26 0.00 NaN NaN 4.22 3302.22 201.66 2500.88 36.55 11.36 31.21 8.76

8.26 0.00 NaN NaN 4.22 3300.62 201.60 2498.07 36.53 11.35 31.34 8.76

8.26 0.00 NaN NaN 4.21 3299.01 201.54 2495.25 36.52 11.33 31.46 8.75

8.26 0.00 NaN NaN 4.21 3297.39 201.48 2492.41 36.50 11.31 31.58 8.75

8.26 0.00 NaN NaN 4.20 3295.77 201.42 2489.58 36.49 11.30 31.70 8.75

8.26 0.00 NaN NaN 4.19 3294.15 201.35 2486.73 36.47 11.28 31.82 8.75

8.26 0.00 NaN NaN 4.19 3292.52 201.29 2483.88 36.45 11.26 31.93 8.74

8.26 0.00 NaN NaN 4.18 3290.89 201.23 2481.02 36.44 11.25 32.05 8.74

8.26 0.00 NaN NaN 4.18 3292.04 201.42 2480.24 36.41 11.26 32.27 8.74

8.26 0.00 NaN NaN 4.18 3290.40 201.36 2477.34 36.40 11.24 32.38 8.74

8.27 0.00 NaN NaN 4.17 3288.75 201.30 2474.44 36.38 11.22 32.49 8.73

8.27 0.00 NaN NaN 4.17 3287.10 201.24 2471.54 36.37 11.21 32.59 8.73

8.27 0.00 NaN NaN 4.16 3285.45 201.18 2468.63 36.35 11.19 32.70 8.73

8.27 0.00 NaN NaN 4.15 3283.79 201.12 2465.71 36.34 11.17 32.80 8.72

8.27 0.00 NaN NaN 4.15 3282.13 201.06 2462.79 36.32 11.16 32.90 8.72

8.27 0.00 NaN NaN 4.14 3280.46 201.00 2459.86 36.30 11.14 33.00 8.72

8.27 0.00 NaN NaN 4.13 3278.80 200.94 2456.93 36.29 11.12 33.10 8.72

8.27 0.00 NaN NaN 4.13 3277.13 200.88 2453.99 36.27 11.11 33.20 8.71

8.27 0.00 NaN NaN 4.13 3277.13 200.88 2453.99 36.27 11.11 33.20 8.71Q2kBixbyWLA-Validation-r1O

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Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

pHsat

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.50

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.51

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.52

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.53

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54

8.54 Q2kBixbyWLA-Validation-r1O

Page 295: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Tributary Reach Distance cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L)CBODf (mgO2/L)No(ugN/L) NH4(ugN/L) NO3(ugN/L) Po (ugP/L)

No. Label x(km) Min Min Min Min Min Min Min Min Min

0 Mainstem headwa 867.43 2275.00 31.70 9.50 2.30 2.30 2600.00 150.00 770.00 150.00

0 Mainstem headwa 867.03 2275.00 31.68 9.49 2.28 2.29 2594.62 153.69 769.37 149.91

0 Mainstem headwa 866.23 2275.00 31.67 9.49 2.27 2.29 2589.13 157.35 768.77 149.82

0 Mainstem headwa 865.42 2275.00 31.65 9.48 2.25 2.28 2583.53 160.99 768.18 149.73

0 Mainstem headwa 864.62 2275.00 31.64 9.47 2.23 2.28 2577.83 164.60 767.61 149.64

0 M8- Middle of D 863.81 2275.00 31.61 9.48 2.21 2.27 2571.80 168.11 765.87 149.55

0 M8- Middle of D 863.01 2274.28 31.58 9.47 2.20 2.29 2565.45 173.80 764.85 149.40

0 M8- Middle of D 862.20 2274.28 31.55 9.45 2.19 2.28 2559.15 177.21 763.11 149.30

0 M8- Middle of D 861.40 2274.28 31.53 9.43 2.17 2.27 2552.73 180.60 761.37 149.20

0 L8- Lower Dam-8 860.68 2274.28 31.51 9.41 2.15 2.27 2547.64 183.19 759.70 149.12

0 D8- Dam #8 to d 859.87 2274.28 31.48 9.38 2.14 2.26 2541.52 186.27 758.03 149.03

0 T7- Top of Dam- 858.99 2274.28 31.45 9.34 2.12 2.26 2535.02 189.45 755.96 148.92

0 T7- Top of Dam- 858.18 2274.28 31.43 9.31 2.10 2.25 2528.46 192.60 753.90 148.82

0 T7- Top of Dam- 857.38 2274.28 31.40 9.27 2.08 2.25 2521.88 195.74 751.87 148.72

0 T7- Top of Dam- 856.57 2274.28 31.37 9.23 2.07 2.24 2515.28 198.85 749.87 148.61

0 M7- Middle of D 855.77 2274.28 31.32 9.16 2.04 2.23 2503.75 204.33 746.61 148.43

0 M7- Middle of D 854.96 2274.28 31.28 9.09 2.01 2.22 2492.28 209.83 743.47 148.24

0 L7- Lower Dam-7 854.20 2274.28 31.22 9.00 1.96 2.21 2474.93 218.92 741.86 147.96

0 L7- Lower Dam-7 853.47 2274.28 31.17 8.93 1.92 2.20 2457.86 228.22 740.47 147.68

0 D7- Dam #7 to S 852.67 2274.28 31.14 8.92 1.90 2.19 2451.67 231.42 739.17 147.58

0 D7- Dam #7 to S 851.78 2274.28 31.12 8.92 1.88 2.19 2445.51 234.65 737.90 147.48

0 SS- S-Springs M 850.86 2272.54 31.08 8.91 1.88 2.20 2438.51 254.09 738.42 147.26

0 SS- S-Springs M 849.89 2272.54 31.05 8.91 1.86 2.19 2431.89 257.58 737.24 147.15

0 SS- S-Springs M 848.93 2272.54 31.02 8.91 1.84 2.19 2425.32 261.12 736.11 147.04

0 SS- S-Springs M 847.96 2272.54 31.00 8.91 1.83 2.18 2418.79 264.70 735.01 146.93

0 SS- S-Springs M 847.00 2272.54 30.97 8.91 1.81 2.18 2412.31 268.32 733.95 146.83

0 CH- Channel u/s 846.11 2272.54 30.94 8.90 1.80 2.17 2406.10 271.87 733.10 146.73

0 CH- Channel u/s 845.31 2272.54 30.92 8.90 1.78 2.17 2399.93 275.44 732.29 146.62

0 CH- Channel u/s 844.50 2272.54 30.89 8.90 1.77 2.16 2393.79 279.02 731.50 146.52

0 CH- Channel u/s 843.70 2270.92 30.85 8.89 1.75 2.16 2387.41 282.77 732.36 146.32

0 SR- Sun Refiner 842.89 2270.92 30.83 8.83 1.73 2.15 2376.77 289.60 733.62 146.14

0 SR- Sun Refiner 842.09 2270.92 30.80 8.77 1.70 2.14 2366.16 296.26 734.94 145.95

0 MZ- Middle of Z 841.20 2270.92 30.78 8.76 1.69 2.14 2360.82 299.41 735.10 145.86

0 LZ- Lower Zink 840.40 2270.92 30.77 8.72 1.67 2.13 2354.57 303.28 736.35 145.75

0 ZD-Zinc Dam 840.07 2270.92 30.77 8.72 1.67 2.13 2354.54 303.29 736.36 145.75

0 ZD- Zink Dam an 839.83 2268.06 30.72 8.99 1.67 2.13 2351.53 305.55 738.01 145.53

0 T6- Top of Dam- 839.19 2267.58 30.70 8.95 1.65 2.13 2346.09 308.50 737.80 145.41

0 T6- Top of Dam- 838.39 2267.58 30.67 8.91 1.64 2.13 2340.67 311.17 737.12 145.32

0 M6- Middle of D 837.58 2267.58 30.65 8.89 1.63 2.12 2336.25 313.16 736.17 145.24

0 L6- Lower Dam-6 837.02 2267.58 30.64 8.89 1.63 2.12 2334.22 314.04 735.71 145.21

0 D6- Dam #6 and 836.45 2248.41 30.38 8.80 1.61 2.12 2325.10 314.91 753.80 143.88

0 D6- Dam #6 and 835.65 2248.41 30.35 8.78 1.60 2.12 2318.40 317.51 752.73 143.76

0 D6- Dam #6 and 834.85 2248.41 30.33 8.76 1.58 2.11 2311.34 320.04 751.66 143.65

0 D6- Dam #6 and 834.04 2248.41 30.30 8.73 1.57 2.11 2304.07 322.51 750.59 143.52

0 M5- Middle of D 833.32 2248.41 30.29 8.72 1.56 2.10 2300.19 323.67 749.31 143.46

0 M5- Middle of D 832.67 2248.41 30.27 8.71 1.55 2.10 2296.29 324.81 748.03 143.39

0 L5- Lower Dam-5 832.11 2248.41 30.26 8.70 1.55 2.10 2293.45 325.73 747.86 143.34

0 D5- Dam #5 and 831.71 2245.22 30.23 8.68 1.55 2.10 2291.44 326.47 750.82 143.11

0 T4- Top of Dam- 831.06 2245.22 30.21 8.65 1.54 2.10 2286.01 328.17 750.35 143.02

0 T4- Top of Dam- 830.10 2245.22 30.19 8.62 1.52 2.09 2280.58 329.85 749.90 142.92

0 M4- Middle of D 829.13 2245.22 30.15 8.56 1.50 2.09 2270.02 332.88 747.35 142.75

0 L4- Lower Dam-4 828.41 2245.22 30.14 8.54 1.50 2.08 2266.41 333.95 747.09 142.68

0 D4- Dam #4 and 827.74 2245.22 30.12 8.50 1.48 2.08 2259.25 336.05 746.30 142.56

0 D4- Dam #4 and 826.88 2245.22 30.09 8.47 1.47 2.08 2252.16 338.13 745.54 142.44

0 D4- Dam #4 and 826.02 2233.82 29.92 8.42 1.47 2.12 2243.84 348.17 756.28 141.59

0 M3- Middle of D 825.15 2232.42 29.86 8.36 1.45 2.11 2230.97 352.51 757.24 141.28

0 M3- Middle of D 824.26 2230.75 29.80 8.30 1.42 2.10 2218.29 356.99 758.55 140.96

0 L3- Lower Dam-3 823.58 2230.47 29.79 8.30 1.42 2.10 2215.40 357.84 758.30 140.89

0 D3- Dam #3 and 823.02 2230.47 29.78 8.30 1.41 2.10 2211.94 358.85 758.10 140.83

0 US - Top Dam2 p 822.25 2229.82 29.75 8.28 1.40 2.10 2206.05 361.24 758.73 140.69

0 US - Top Dam2 p 821.37 2228.42 29.72 8.27 1.39 2.09 2200.14 363.00 760.11 140.50

0 US - Top Dam2 p 820.48 2228.42 29.70 8.26 1.38 2.09 2194.40 364.74 760.11 140.40

0 US - Top Dam2 p 819.60 2228.42 29.68 8.25 1.37 2.08 2188.71 366.46 760.11 140.30

0 R1- Bixby N to 818.61 2227.87 29.65 8.24 1.37 2.08 2192.72 384.96 760.20 140.53

0 L2- Mid pool to 817.53 2227.87 29.63 8.23 1.35 2.08 2185.89 386.92 760.40 140.41

0 D2- Dam2 to Bix 816.49 2227.87 29.61 8.16 1.33 2.07 2173.83 390.96 764.16 140.19

0 T1- Bixby south 815.46 2227.49 29.58 8.09 1.31 2.06 2161.16 400.24 768.47 140.02

0 T1- Bixby south 814.42 2227.49 29.56 8.03 1.29 2.05 2148.89 404.19 772.29 139.80

0 M1- Haikey Ck t 813.43 2219.09 29.40 8.05 1.41 2.06 2152.72 410.99 771.74 140.40

0 M1- Haikey Ck t 812.49 2219.09 29.38 8.07 1.40 2.05 2148.31 412.13 772.76 140.32

0 M1- Haikey Ck t 811.56 2219.09 29.37 8.09 1.39 2.05 2143.94 413.26 773.81 140.24

0 M1- Haikey Ck t 810.63 2219.09 29.36 8.10 1.38 2.04 2139.59 414.38 774.88 140.17

0 L1- Mid Dam1 Po 809.70 2219.09 29.34 8.12 1.37 2.04 2135.28 415.50 775.98 140.09

0 L1- Mid Dam1 Po 808.77 2219.09 29.33 8.14 1.36 2.03 2131.00 416.60 777.10 140.01

0 L1- Mid Dam1 Po 807.84 2219.09 29.31 8.16 1.36 2.03 2126.74 417.68 778.25 139.93

0 L1- Mid Dam1 Po 806.91 2219.09 29.30 8.17 1.35 2.03 2122.51 418.74 779.43 139.86

0 X1- Dam1 to Bro 806.16 2219.09 29.29 8.18 1.34 2.03 2119.96 419.37 780.14 139.81

0 D1- BA WWTP 1/4 805.28 2216.39 29.23 8.20 1.40 2.02 2115.44 420.11 784.20 139.64

0 BA- Downstream 804.17 2216.39 29.19 8.21 1.38 2.01 2106.31 422.27 786.65 139.47

0 BA- Downstream 803.18 2216.39 29.16 8.23 1.36 2.01 2097.24 424.31 789.20 139.31

0 BA- Downstream 802.19 2216.39 29.12 8.25 1.34 2.00 2088.04 426.26 791.82 139.14

0 BA- Downstream 801.19 2216.39 29.09 8.21 1.33 1.99 2078.22 428.10 794.50 138.96

0 BA- Downstream 800.20 2216.39 29.06 8.16 1.30 1.99 2067.26 429.85 797.18 138.76

0 BF- Further d/s 799.20 2216.39 29.05 8.15 1.30 1.98 2063.34 430.49 798.50 138.68

0 BF- Further d/s 798.21 2216.39 29.04 8.14 1.29 1.98 2059.39 431.12 799.76 138.61

0 BF- Further d/s 797.22 2216.39 29.03 8.12 1.28 1.98 2055.43 431.74 800.88 138.53

0 BF- Further d/s 796.22 2216.39 29.02 8.11 1.27 1.98 2051.48 432.35 802.00 138.46

0 BF- Further d/s 795.23 2216.39 29.01 8.10 1.27 1.98 2047.53 432.95 803.11 138.38

0 CO- Downstream 794.23 2216.39 29.01 8.09 1.26 1.97 2043.58 433.54 804.22 138.31

0 CO- Downstream 793.24 2216.39 29.00 8.07 1.25 1.97 2039.66 434.13 805.32 138.23

0 CO- Downstream 792.24 2216.39 28.99 8.06 1.24 1.97 2035.75 434.70 806.41 138.16

0 CO- Downstream 791.24 2216.39 28.98 8.05 1.24 1.97 2031.87 435.27 807.51 138.08

0 CO- Downstream 790.25 2216.39 28.97 8.04 1.23 1.96 2028.01 435.82 808.59 138.01

0 CO- Downstream 789.25 2215.69 28.95 8.03 1.23 1.98 2024.15 438.48 810.37 137.89

0 CO- Downstream 788.25 2215.69 28.95 8.02 1.22 1.98 2020.33 439.02 811.46 137.82

0 CO- Downstream 787.25 2215.69 28.94 8.01 1.22 1.97 2016.54 439.54 812.55 137.75

0 CO- Downstream 786.25 2215.69 28.93 8.00 1.21 1.97 2012.77 440.05 813.63 137.67

0 CO- Downstream 785.25 2215.69 28.92 7.99 1.20 1.97 2009.02 440.56 814.71 137.60

0 CO- Downstream 784.25 2215.69 28.91 7.99 1.20 1.97 2005.30 441.06 815.79 137.53

0 CO- Downstream 783.25 2215.69 28.90 7.98 1.19 1.96 2001.61 441.55 816.86 137.46

0 CO- Downstream 782.25 2215.69 28.89 7.98 1.18 1.96 1997.94 442.03 817.94 137.39

0 CO- Downstream 781.25 2215.69 28.88 7.97 1.18 1.96 1994.29 442.50 819.03 137.32

0 CO- Downstream 780.25 2215.69 28.88 7.97 1.17 1.96 1990.66 442.97 820.12 137.25

0 Terminus 779.75 2215.69 28.88 7.97 1.17 1.96 1990.66 442.97 820.12 137.25Q2kBixbyWLA-Validation-r1O

Page 296: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Inorg P (ugP/L) Phyto (ug/L) INp (ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk Constituent i Constituent ii Constituent iii pH

Min Min Min Min Min Min Min Min Min Min Min

40.00 14.90 0.00 0.00 7.30 0.00 160.00 0.00 0.00 0.00 7.80

39.97 14.82 0.16 0.05 7.29 0.00 160.01 0.00 0.00 0.00 7.81

39.95 14.75 0.30 0.09 7.28 0.00 160.02 0.00 0.00 0.00 7.81

39.94 14.67 0.43 0.12 7.28 0.00 160.03 0.00 0.00 0.00 7.82

39.93 14.60 0.54 0.15 7.27 0.00 160.04 0.00 0.00 0.00 7.83

39.88 14.52 0.64 0.18 7.26 0.00 160.04 0.00 0.00 0.00 7.85

39.83 14.43 0.73 0.20 7.24 0.00 160.03 0.00 0.00 0.00 7.87

39.78 14.36 0.82 0.22 7.23 0.00 160.04 0.00 0.00 0.00 7.88

39.74 14.28 0.90 0.24 7.22 0.00 160.05 0.00 0.00 0.00 7.90

39.70 14.22 0.96 0.25 7.21 0.00 160.05 0.00 0.00 0.00 7.92

39.66 14.15 1.03 0.27 7.20 0.00 160.06 0.00 0.00 0.00 7.94

39.61 14.07 1.09 0.28 7.19 0.00 160.07 0.00 0.00 0.00 7.96

39.56 14.00 1.16 0.29 7.18 0.00 160.07 0.00 0.00 0.00 7.98

39.52 13.93 1.22 0.31 7.17 0.00 160.08 0.00 0.00 0.00 7.99

39.47 13.86 1.27 0.32 7.16 0.00 160.09 0.00 0.00 0.00 8.01

39.39 13.75 1.37 0.34 7.14 0.00 160.10 0.00 0.00 0.00 8.03

39.32 13.65 1.46 0.36 7.12 0.00 160.11 0.00 0.00 0.00 8.04

39.32 13.55 1.60 0.39 7.10 0.00 160.12 0.00 0.00 0.00 8.05

39.32 13.48 1.72 0.42 7.07 0.00 160.14 0.00 0.00 0.00 8.05

39.30 13.47 1.77 0.43 7.06 0.00 160.14 0.00 0.00 0.00 8.07

39.29 13.46 1.81 0.44 7.05 0.00 160.15 0.00 0.00 0.00 8.08

40.00 13.44 1.85 0.44 7.04 0.00 160.11 0.00 0.00 0.00 8.09

39.98 13.43 1.89 0.45 7.03 0.00 160.11 0.00 0.00 0.00 8.10

39.97 13.43 1.93 0.46 7.01 0.00 160.12 0.00 0.00 0.00 8.11

39.96 13.43 1.98 0.47 7.00 0.00 160.12 0.00 0.00 0.00 8.12

39.96 13.43 2.02 0.48 6.99 0.00 160.12 0.00 0.00 0.00 8.12

39.96 13.43 2.05 0.49 6.98 0.00 160.13 0.00 0.00 0.00 8.13

39.97 13.44 2.09 0.50 6.97 0.00 160.13 0.00 0.00 0.00 8.14

39.97 13.43 2.13 0.50 6.96 0.00 160.13 0.00 0.00 0.00 8.14

40.67 13.42 2.16 0.51 6.95 0.00 160.09 0.00 0.00 0.00 8.15

40.77 13.38 2.23 0.52 6.93 0.00 160.10 0.00 0.00 0.00 8.14

40.87 13.33 2.29 0.54 6.92 0.00 160.10 0.00 0.00 0.00 8.14

40.91 13.32 2.32 0.54 6.91 0.00 160.10 0.00 0.00 0.00 8.15

40.98 13.27 2.35 0.55 6.90 0.00 160.10 0.00 0.00 0.00 8.14

40.99 13.27 2.35 0.55 6.90 0.00 160.10 0.00 0.00 0.00 8.14

42.17 13.25 2.36 0.55 6.89 0.00 160.03 0.00 0.00 0.00 8.22

42.16 13.20 2.39 0.56 6.88 0.00 160.02 0.00 0.00 0.00 8.23

42.16 13.16 2.41 0.56 6.87 0.00 160.02 0.00 0.00 0.00 8.23

42.14 13.12 2.43 0.57 6.87 0.00 160.02 0.00 0.00 0.00 8.23

42.13 13.10 2.44 0.57 6.86 0.00 160.02 0.00 0.00 0.00 8.23

50.20 12.93 2.44 0.57 6.81 0.00 159.51 0.00 0.00 0.00 8.22

50.16 12.88 2.47 0.57 6.80 0.00 159.51 0.00 0.00 0.00 8.22

50.12 12.82 2.49 0.58 6.79 0.00 159.51 0.00 0.00 0.00 8.22

50.09 12.77 2.51 0.58 6.78 0.00 159.51 0.00 0.00 0.00 8.23

50.04 12.74 2.52 0.59 6.77 0.00 159.51 0.00 0.00 0.00 8.23

50.00 12.71 2.53 0.59 6.76 0.00 159.50 0.00 0.00 0.00 8.24

49.99 12.69 2.54 0.59 6.76 0.00 159.50 0.00 0.00 0.00 8.24

51.33 12.66 2.54 0.59 6.76 0.00 159.42 0.00 0.00 0.00 8.24

51.31 12.62 2.56 0.59 6.75 0.00 159.42 0.00 0.00 0.00 8.24

51.29 12.59 2.57 0.60 6.74 0.00 159.42 0.00 0.00 0.00 8.24

51.19 12.51 2.60 0.60 6.73 0.00 159.41 0.00 0.00 0.00 8.25

51.17 12.49 2.61 0.61 6.72 0.00 159.41 0.00 0.00 0.00 8.25

51.13 12.44 2.63 0.61 6.71 0.00 159.41 0.00 0.00 0.00 8.25

51.10 12.39 2.64 0.61 6.70 0.00 159.40 0.00 0.00 0.00 8.25

50.80 12.28 2.65 0.61 6.65 0.00 159.10 0.00 0.00 0.00 8.24

50.73 12.19 2.68 0.62 6.63 0.00 159.05 0.00 0.00 0.00 8.24

51.40 12.12 2.70 0.63 6.61 0.00 159.00 0.00 0.00 0.00 8.24

51.39 12.11 2.71 0.63 6.60 0.00 158.99 0.00 0.00 0.00 8.24

51.37 12.09 2.72 0.63 6.60 0.00 158.99 0.00 0.00 0.00 8.25

51.64 12.06 2.73 0.63 6.59 0.00 158.96 0.00 0.00 0.00 8.25

52.22 12.03 2.74 0.63 6.58 0.00 158.92 0.00 0.00 0.00 8.25

52.21 12.01 2.75 0.64 6.57 0.00 158.92 0.00 0.00 0.00 8.25

52.20 12.00 2.77 0.64 6.56 0.00 158.91 0.00 0.00 0.00 8.25

54.36 11.99 2.78 0.64 6.55 0.00 158.97 0.00 0.00 0.00 8.25

54.35 11.98 2.80 0.64 6.54 0.00 158.96 0.00 0.00 0.00 8.25

54.44 11.95 2.82 0.65 6.52 0.00 158.94 0.00 0.00 0.00 8.25

55.37 11.95 2.85 0.66 6.50 0.00 158.95 0.00 0.00 0.00 8.24

55.48 11.95 2.88 0.66 6.48 0.00 158.93 0.00 0.00 0.00 8.23

58.91 12.02 2.87 0.66 6.46 0.00 159.10 0.00 0.00 0.00 8.23

58.91 12.04 2.88 0.66 6.45 0.00 159.09 0.00 0.00 0.00 8.24

58.90 12.05 2.89 0.66 6.45 0.00 159.09 0.00 0.00 0.00 8.24

58.89 12.05 2.89 0.67 6.44 0.00 159.08 0.00 0.00 0.00 8.24

58.89 12.04 2.90 0.67 6.43 0.00 159.07 0.00 0.00 0.00 8.24

58.89 12.04 2.91 0.67 6.42 0.00 159.07 0.00 0.00 0.00 8.24

58.88 12.03 2.92 0.67 6.42 0.00 159.06 0.00 0.00 0.00 8.24

58.88 12.01 2.93 0.67 6.41 0.00 159.05 0.00 0.00 0.00 8.25

58.87 12.01 2.93 0.67 6.41 0.00 159.05 0.00 0.00 0.00 8.25

62.32 12.00 2.93 0.67 6.39 0.00 159.08 0.00 0.00 0.00 8.25

62.28 11.94 2.95 0.68 6.38 0.00 159.07 0.00 0.00 0.00 8.25

62.24 11.87 2.97 0.68 6.36 0.00 159.05 0.00 0.00 0.00 8.25

62.19 11.78 2.98 0.68 6.34 0.00 159.04 0.00 0.00 0.00 8.25

62.14 11.69 2.99 0.69 6.33 0.00 159.02 0.00 0.00 0.00 8.25

62.09 11.59 3.01 0.69 6.31 0.00 159.00 0.00 0.00 0.00 8.25

62.09 11.55 3.01 0.69 6.30 0.00 158.99 0.00 0.00 0.00 8.25

62.09 11.51 3.02 0.69 6.30 0.00 158.98 0.00 0.00 0.00 8.25

62.09 11.48 3.02 0.69 6.29 0.00 158.98 0.00 0.00 0.00 8.25

62.09 11.44 3.02 0.69 6.29 0.00 158.97 0.00 0.00 0.00 8.26

62.09 11.41 3.03 0.69 6.28 0.00 158.96 0.00 0.00 0.00 8.26

62.09 11.37 3.03 0.70 6.27 0.00 158.95 0.00 0.00 0.00 8.26

62.09 11.34 3.04 0.70 6.27 0.00 158.95 0.00 0.00 0.00 8.26

62.08 11.30 3.04 0.70 6.26 0.00 158.94 0.00 0.00 0.00 8.26

62.08 11.27 3.04 0.70 6.26 0.00 158.93 0.00 0.00 0.00 8.26

62.08 11.24 3.05 0.70 6.25 0.00 158.92 0.00 0.00 0.00 8.26

62.37 11.20 3.05 0.70 6.24 0.00 158.90 0.00 0.00 0.00 8.26

62.37 11.17 3.05 0.70 6.24 0.00 158.89 0.00 0.00 0.00 8.26

62.37 11.14 3.06 0.70 6.23 0.00 158.88 0.00 0.00 0.00 8.26

62.36 11.12 3.06 0.70 6.23 0.00 158.87 0.00 0.00 0.00 8.26

62.36 11.09 3.06 0.70 6.22 0.00 158.86 0.00 0.00 0.00 8.26

62.35 11.07 3.07 0.70 6.22 0.00 158.86 0.00 0.00 0.00 8.26

62.35 11.05 3.07 0.70 6.21 0.00 158.85 0.00 0.00 0.00 8.26

62.35 11.03 3.07 0.70 6.20 0.00 158.84 0.00 0.00 0.00 8.26

62.34 11.01 3.08 0.70 6.20 0.00 158.83 0.00 0.00 0.00 8.26

62.34 11.00 3.08 0.70 6.19 0.00 158.82 0.00 0.00 0.00 8.26

62.34 11.00 3.08 0.70 6.19 0.00 158.82 0.00 0.00 0.00 8.26Q2kBixbyWLA-Validation-r1O

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Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Bot Algae QNb QPb TOC TN TP TKN TSS CBODu NH3

Min Min Min Min Min Min Min Min Min Min

0.00 0.00 0.00 5.23 3520.00 190.00 2750.00 40.49 14.06 2.14

0.00 NaN NaN 5.21 3517.95 189.94 2748.47 40.46 14.02 2.23

0.00 NaN NaN 5.20 3515.86 189.87 2746.79 40.43 13.98 2.33

0.00 NaN NaN 5.18 3513.73 189.81 2744.95 40.40 13.94 2.43

0.00 NaN NaN 5.17 3511.56 189.75 2742.97 40.37 13.90 2.53

0.00 NaN NaN 5.15 3507.87 189.64 2740.55 40.32 13.86 2.71

0.00 NaN NaN 5.14 3506.85 189.48 2739.98 40.27 13.84 2.92

0.00 NaN NaN 5.13 3502.98 189.37 2737.18 40.22 13.79 3.11

0.00 NaN NaN 5.11 3499.05 189.27 2734.23 40.18 13.75 3.30

0.00 NaN NaN 5.10 3495.55 189.18 2731.79 40.14 13.72 3.48

0.00 NaN NaN 5.08 3491.70 189.08 2728.82 40.10 13.68 3.68

0.00 NaN NaN 5.07 3487.22 188.97 2725.56 40.06 13.63 3.91

0.00 NaN NaN 5.05 3482.70 188.85 2722.22 40.01 13.59 4.14

0.00 NaN NaN 5.04 3478.15 188.74 2718.83 39.96 13.55 4.38

0.00 NaN NaN 5.02 3473.58 188.62 2715.40 39.92 13.51 4.62

0.00 NaN NaN 4.99 3465.72 188.43 2709.46 39.84 13.43 4.97

0.00 NaN NaN 4.97 3457.88 188.23 2703.58 39.76 13.36 5.36

0.00 NaN NaN 4.93 3449.36 188.01 2695.44 39.67 13.26 5.81

0.00 NaN NaN 4.89 3440.89 187.79 2687.81 39.59 13.17 6.36

0.00 NaN NaN 4.88 3436.84 187.68 2684.85 39.55 13.13 6.71

0.00 NaN NaN 4.87 3432.80 187.58 2681.97 39.51 13.10 7.08

0.00 NaN NaN 4.87 3445.75 188.09 2694.44 39.46 13.09 7.96

0.00 NaN NaN 4.85 3441.36 187.97 2691.36 39.42 13.06 8.41

0.00 NaN NaN 4.84 3436.98 187.86 2688.38 39.38 13.02 8.87

0.00 NaN NaN 4.83 3432.62 187.75 2685.47 39.34 12.99 9.35

0.00 NaN NaN 4.82 3428.28 187.63 2682.65 39.30 12.96 9.84

0.00 NaN NaN 4.81 3424.28 187.53 2680.02 39.27 12.93 10.28

0.00 NaN NaN 4.79 3420.30 187.43 2677.45 39.23 12.89 10.73

0.00 NaN NaN 4.78 3416.33 187.32 2674.94 39.20 12.86 11.19

0.00 NaN NaN 4.77 3413.85 187.79 2672.34 39.14 12.83 11.61

0.00 NaN NaN 4.75 3409.88 187.68 2668.60 39.10 12.77 12.00

0.00 NaN NaN 4.73 3405.89 187.57 2664.71 39.05 12.72 12.40

0.00 NaN NaN 4.72 3403.26 187.50 2662.55 39.02 12.69 12.71

0.00 NaN NaN 4.70 3401.41 187.45 2660.20 39.00 12.65 12.84

0.00 NaN NaN 4.70 3401.40 187.45 2660.18 39.00 12.65 12.84

0.00 NaN NaN 4.70 3402.12 188.40 2659.45 38.94 12.64 15.36

0.00 NaN NaN 4.69 3398.96 188.26 2656.97 38.90 12.61 15.63

0.00 NaN NaN 4.68 3395.14 188.15 2654.26 38.86 12.58 15.88

0.00 NaN NaN 4.67 3391.54 188.06 2651.85 38.83 12.55 16.14

0.00 NaN NaN 4.66 3389.86 188.02 2650.69 38.82 12.54 16.25

0.00 NaN NaN 4.63 3399.49 194.75 2642.45 38.49 12.46 15.86

0.00 NaN NaN 4.62 3394.38 194.61 2638.38 38.44 12.42 16.13

0.00 NaN NaN 4.60 3389.06 194.48 2633.87 38.40 12.38 16.40

0.00 NaN NaN 4.59 3383.60 194.34 2629.08 38.36 12.35 16.66

0.00 NaN NaN 4.58 3379.85 194.25 2626.38 38.33 12.32 16.91

0.00 NaN NaN 4.57 3376.07 194.16 2623.64 38.31 12.30 17.15

0.00 NaN NaN 4.57 3374.21 194.12 2621.72 38.29 12.28 17.24

0.00 NaN NaN 4.57 3376.02 195.23 2620.45 38.25 12.29 17.23

0.00 NaN NaN 4.56 3372.26 195.14 2616.74 38.22 12.26 17.45

0.00 NaN NaN 4.55 3368.49 195.05 2613.00 38.20 12.23 17.67

0.00 NaN NaN 4.53 3359.10 194.82 2605.49 38.13 12.17 18.11

0.00 NaN NaN 4.52 3356.60 194.76 2602.97 38.11 12.16 18.23

0.00 NaN NaN 4.50 3351.27 194.63 2597.93 38.07 12.12 18.50

0.00 NaN NaN 4.49 3345.96 194.49 2592.93 38.03 12.08 18.76

0.00 NaN NaN 4.49 3358.76 193.38 2594.66 37.80 12.07 19.07

0.00 NaN NaN 4.46 3351.71 193.04 2586.15 37.71 12.00 19.37

0.00 NaN NaN 4.44 3345.15 193.42 2577.98 37.62 11.94 19.71

0.00 NaN NaN 4.43 3342.96 193.35 2575.95 37.60 11.92 19.83

0.00 NaN NaN 4.43 3340.40 193.28 2573.50 37.58 11.91 20.01

0.00 NaN NaN 4.42 3337.69 193.42 2570.03 37.54 11.88 20.26

0.00 NaN NaN 4.41 3335.02 193.82 2565.89 37.50 11.86 20.45

0.00 NaN NaN 4.40 3331.08 193.72 2561.89 37.47 11.83 20.72

0.00 NaN NaN 4.39 3327.16 193.62 2557.94 37.44 11.80 20.99

0.00 NaN NaN 4.38 3349.73 196.01 2580.46 37.40 11.79 22.27

0.00 NaN NaN 4.37 3344.98 195.89 2575.60 37.36 11.75 22.64

0.00 NaN NaN 4.35 3340.76 195.76 2567.61 37.32 11.70 22.90

0.00 NaN NaN 4.33 3341.82 196.53 2564.25 37.28 11.66 23.53

0.00 NaN NaN 4.31 3337.41 196.40 2555.95 37.24 11.60 23.91

0.00 NaN NaN 4.35 3347.43 200.42 2566.58 37.06 11.71 24.56

0.00 NaN NaN 4.35 3345.16 200.33 2563.32 37.04 11.69 24.98

0.00 NaN NaN 4.34 3342.90 200.24 2560.08 37.02 11.67 25.34

0.00 NaN NaN 4.33 3340.64 200.15 2556.86 37.00 11.65 25.66

0.00 NaN NaN 4.32 3338.40 200.06 2553.68 36.98 11.63 25.97

0.00 NaN NaN 4.31 3336.16 199.97 2550.50 36.96 11.61 26.26

0.00 NaN NaN 4.31 3333.93 199.88 2547.34 36.93 11.59 26.54

0.00 NaN NaN 4.30 3331.70 199.79 2544.18 36.91 11.57 26.80

0.00 NaN NaN 4.29 3330.35 199.73 2542.25 36.90 11.55 26.95

0.00 NaN NaN 4.31 3330.24 202.99 2538.48 36.82 11.59 27.12

0.00 NaN NaN 4.29 3324.93 202.76 2531.53 36.76 11.54 27.39

0.00 NaN NaN 4.27 3319.52 202.52 2524.52 36.70 11.49 27.56

0.00 NaN NaN 4.25 3313.87 202.29 2517.28 36.65 11.44 27.67

0.00 NaN NaN 4.23 3307.79 202.06 2509.31 36.59 11.38 27.71

0.00 NaN NaN 4.21 3301.30 201.83 2500.12 36.53 11.33 27.71

0.00 NaN NaN 4.20 3299.52 201.77 2496.84 36.51 11.31 27.74

0.00 NaN NaN 4.20 3297.72 201.71 2493.53 36.49 11.29 27.77

0.00 NaN NaN 4.19 3295.92 201.65 2490.19 36.47 11.27 27.80

0.00 NaN NaN 4.18 3294.11 201.59 2486.85 36.45 11.25 27.83

0.00 NaN NaN 4.17 3292.29 201.53 2483.51 36.43 11.23 27.86

0.00 NaN NaN 4.17 3290.47 201.47 2480.16 36.42 11.21 27.88

0.00 NaN NaN 4.16 3288.65 201.41 2476.82 36.40 11.19 27.91

0.00 NaN NaN 4.15 3286.83 201.35 2473.49 36.38 11.17 27.94

0.00 NaN NaN 4.14 3285.02 201.29 2470.18 36.36 11.15 27.97

0.00 NaN NaN 4.14 3283.21 201.23 2466.88 36.34 11.13 28.00

0.00 NaN NaN 4.14 3284.20 201.42 2465.69 36.32 11.13 28.14

0.00 NaN NaN 4.13 3282.39 201.36 2462.40 36.30 11.11 28.19

0.00 NaN NaN 4.12 3280.59 201.29 2459.13 36.28 11.10 28.24

0.00 NaN NaN 4.12 3278.79 201.23 2455.88 36.27 11.08 28.29

0.00 NaN NaN 4.11 3277.00 201.17 2452.64 36.25 11.06 28.35

0.00 NaN NaN 4.10 3275.22 201.11 2449.42 36.23 11.04 28.42

0.00 NaN NaN 4.10 3273.44 201.05 2446.22 36.22 11.02 28.50

0.00 NaN NaN 4.09 3271.66 200.99 2443.04 36.20 11.01 28.59

0.00 NaN NaN 4.09 3269.89 200.93 2439.87 36.18 10.99 28.68

0.00 NaN NaN 4.08 3268.13 200.87 2436.71 36.17 10.97 28.79

0.00 NaN NaN 4.08 3268.13 200.87 2436.71 36.17 10.97 28.79Q2kBixbyWLA-Validation-r1O

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Tributary Reach Downstream Downstream Hydraulics Reaeration Reaeration formulas Water

No. Label Label Distance Q, m3/s E', m3/s H, m Btop, m Ac, m^2 U, mps trav time, d Slope ka,20, /d water/wind Drop (m)

0 Mainstem headwater (Keyst 867.43 22.58 11.29 0.46 209.60 96.97 0.23 0.00 0.000360

0 Mainstem headwater (Keyst 866.63 22.58 11.29 0.46 209.60 96.97 0.23 0.04 0.000400 7.28 O'ConnBanks-Herrera 0.00

0 Mainstem headwater (Keyst 865.82 22.58 11.29 0.46 209.60 96.97 0.23 0.08 0.000400 7.28 O'ConnBanks-Herrera 0.00

0 Mainstem headwater (Keyst 865.02 22.58 11.29 0.46 209.60 96.97 0.23 0.12 0.000400 7.28 O'ConnBanks-Herrera 0.00

0 Mainstem headwater (Keyst 864.22 22.58 11.29 0.46 209.60 96.97 0.23 0.16 0.000400 7.28 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 863.41 22.58 11.29 0.44 280.16 122.03 0.19 0.21 0.000400 7.22 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 862.61 22.61 11.31 0.44 280.28 122.14 0.19 0.26 0.000400 7.21 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 861.80 22.61 11.31 0.44 280.28 122.14 0.19 0.31 0.000400 7.21 O'ConnBanks-Herrera 0.00

0 M8- Middle of Dam-8 pool 861.00 22.61 12.56 0.44 280.28 122.14 0.19 0.36 0.000400 7.21 O'ConnBanks-Herrera 0.00

0 L8- Lower Dam-8 pool to D 860.35 22.61 9.05 0.33 307.28 100.02 0.23 0.39 0.000400 11.85 O'ConnBanks-Herrera 0.00

0 D8- Dam #8 to downstream 859.39 22.61 12.33 0.54 205.17 110.28 0.21 0.45 0.000400 5.60 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 858.58 22.61 11.31 0.33 307.28 100.02 0.23 0.49 0.000400 11.85 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 857.78 22.61 11.31 0.33 307.28 100.02 0.23 0.53 0.000400 11.85 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 856.97 22.61 11.31 0.33 307.28 100.02 0.23 0.57 0.000400 11.85 O'ConnBanks-Herrera 0.00

0 T7- Top of Dam-7 pool 856.17 22.61 11.31 0.33 307.28 100.02 0.23 0.61 0.000400 11.85 O'ConnBanks-Herrera 0.00

0 M7- Middle of Dam-7 pool 855.36 22.61 11.31 0.35 253.71 89.30 0.25 0.65 0.000400 11.12 O'ConnBanks-Herrera 0.00

0 M7- Middle of Dam-7 pool 854.56 22.61 11.90 0.35 253.71 89.30 0.25 0.69 0.000400 11.12 O'ConnBanks-Herrera 0.00

0 L7- Lower Dam-7 pool 853.84 22.61 11.31 0.63 252.10 159.92 0.14 0.75 0.000400 3.84 O'ConnBanks-Herrera 0.00

0 L7- Lower Dam-7 pool 853.11 22.61 10.18 0.63 252.10 159.92 0.14 0.81 0.000400 3.84 O'ConnBanks-Herrera 0.00

0 D7- Dam #7 to S-Springs W 852.23 22.61 11.31 0.33 290.60 96.44 0.23 0.85 0.000400 11.71 O'ConnBanks-Herrera 0.00

0 D7- Dam #7 to S-Springs W 851.34 22.61 10.81 0.33 290.60 96.44 0.23 0.89 0.000400 11.71 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 850.38 22.69 11.35 0.33 290.81 96.68 0.23 0.94 0.000400 11.68 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 849.41 22.69 11.35 0.33 290.81 96.68 0.23 0.99 0.000400 11.68 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 848.44 22.69 11.35 0.33 290.81 96.68 0.23 1.04 0.000400 11.68 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 847.48 22.69 11.35 0.33 290.81 96.68 0.23 1.08 0.000400 11.68 O'ConnBanks-Herrera 0.00

0 SS- S-Springs Main to dow 846.51 22.69 12.38 0.33 290.81 96.68 0.23 1.13 0.000400 11.68 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 845.71 22.69 11.35 0.44 280.58 122.42 0.19 1.18 0.000400 7.20 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 844.90 22.69 11.35 0.44 280.58 122.42 0.19 1.23 0.000400 7.20 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 844.10 22.69 11.35 0.44 280.58 122.42 0.19 1.28 0.000400 7.20 O'ConnBanks-Herrera 0.00

0 CH- Channel u/s Sun Refin 843.29 22.77 11.38 0.44 280.85 122.68 0.19 1.33 0.000400 7.20 O'ConnBanks-Herrera 0.00

0 SR- Sun Refinery to Zink 842.49 22.77 11.38 0.62 269.29 168.12 0.14 1.40 0.000400 3.86 O'ConnBanks-Herrera 0.00

0 SR- Sun Refinery to Zink 841.68 22.77 10.35 0.62 269.29 168.12 0.14 1.47 0.000400 3.86 O'ConnBanks-Herrera 0.00

0 MZ- Middle of Zink Lake p 840.72 22.77 13.66 0.91 333.27 302.78 0.08 1.62 0.000400 1.88 O'ConnBanks-Herrera 0.00

0 LZ- Lower Zink Lake pool 840.08 22.77 22.57 1.58 372.45 587.84 0.04 1.81 0.000400 0.76 O'ConnBanks-Herrera 0.00

0 ZD-Zinc Dam 840.07 22.77 0.00 2.03 100.00 202.56 0.11 1.81 0.000400 0.74 O'ConnBanks-Herrera 1.83

0 ZD- Zink Dam and Sinclair 839.59 22.90 8.53 0.19 376.66 73.36 0.31 1.83 0.000400 28.53 O'ConnBanks-Herrera 0.00

0 T6- Top of Dam-6 pool and 838.79 22.92 11.46 0.30 286.07 85.94 0.27 1.86 0.000400 14.26 O'ConnBanks-Herrera 0.00

0 T6- Top of Dam-6 pool and 837.98 22.92 11.46 0.30 286.07 85.94 0.27 1.90 0.000400 14.26 O'ConnBanks-Herrera 0.00

0 M6- Middle of Dam-6 pool 837.18 22.92 16.37 0.33 227.65 75.68 0.30 1.93 0.000400 13.03 O'ConnBanks-Herrera 0.00

0 L6- Lower Dam-6 pool 836.86 22.92 6.55 0.32 217.64 70.08 0.33 1.94 0.000400 14.11 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 836.05 23.80 11.90 0.36 285.67 101.67 0.23 1.98 0.000400 10.59 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 835.25 23.80 11.90 0.36 285.67 101.67 0.23 2.02 0.000400 10.59 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 834.44 23.80 11.90 0.36 285.67 101.67 0.23 2.06 0.000400 10.59 O'ConnBanks-Herrera 0.00

0 D6- Dam #6 and Tulsa S-Si 833.64 23.80 13.22 0.36 285.67 101.67 0.23 2.10 0.000400 10.59 O'ConnBanks-Herrera 0.00

0 M5- Middle of Dam-5 pool 832.99 23.80 11.90 0.38 151.24 57.94 0.41 2.12 0.000400 12.14 O'ConnBanks-Herrera 0.00

0 M5- Middle of Dam-5 pool 832.35 23.80 13.60 0.38 151.24 57.94 0.41 2.14 0.000400 12.14 O'ConnBanks-Herrera 0.00

0 L5- Lower Dam-5 pool 831.87 23.80 14.28 0.31 183.21 57.68 0.41 2.15 0.000400 16.14 O'ConnBanks-Herrera 0.00

0 D5- Dam #5 and Sapulpa WW 831.55 23.95 5.99 0.27 161.65 44.22 0.54 2.16 0.000400 22.34 O'ConnBanks-Herrera 0.00

0 T4- Top of Dam-4 pool 830.58 23.95 11.98 0.49 141.36 69.62 0.34 2.19 0.000400 7.85 O'ConnBanks-Herrera 0.00

0 T4- Top of Dam-4 pool 829.61 23.95 11.98 0.49 141.36 69.62 0.34 2.22 0.000400 7.85 O'ConnBanks-Herrera 0.00

0 M4- Middle of Dam-4 pool 828.65 23.95 15.97 0.27 246.75 65.79 0.36 2.25 0.000400 19.41 O'ConnBanks-Herrera 0.00

0 L4- Lower Dam-4 pool 828.17 23.95 8.62 0.48 231.65 112.03 0.21 2.28 0.000400 6.61 O'ConnBanks-Herrera 0.00

0 D4- Dam #4 and top of Dam 827.31 23.95 11.98 0.38 275.62 104.34 0.23 2.32 0.000400 9.62 O'ConnBanks-Herrera 0.00

0 D4- Dam #4 and top of Dam 826.45 23.95 11.98 0.38 275.62 104.34 0.23 2.36 0.000400 9.62 O'ConnBanks-Herrera 0.00

0 D4- Dam #4 and top of Dam 825.59 24.49 12.06 0.38 277.33 105.90 0.23 2.41 0.000400 9.53 O'ConnBanks-Herrera 0.00

0 M3- Middle of Dam-3 pool 824.71 24.55 12.28 0.37 300.58 111.77 0.22 2.45 0.000400 9.69 O'ConnBanks-Herrera 0.00

0 M3- Middle of Dam-3 pool 823.82 24.63 15.94 0.37 301.13 112.14 0.22 2.50 0.000400 9.67 O'ConnBanks-Herrera 0.00

0 L3- Lower Dam-3 pool 823.34 24.65 10.56 0.47 184.06 86.25 0.29 2.52 0.000400 7.79 O'ConnBanks-Herrera 0.00

0 D3- Dam #3 and downstream 822.69 24.65 10.38 0.47 184.06 86.25 0.29 2.55 0.000400 7.79 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 821.81 24.68 12.34 0.38 196.39 74.14 0.33 2.58 0.000400 11.31 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 820.92 24.74 12.37 0.38 196.55 74.31 0.33 2.61 0.000400 11.30 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 820.04 24.74 12.37 0.38 196.55 74.31 0.33 2.64 0.000400 11.30 O'ConnBanks-Herrera 0.00

0 US - Top Dam2 pool to Bix 819.15 24.74 11.14 0.38 196.55 74.31 0.33 2.67 0.000400 11.30 O'ConnBanks-Herrera 0.00

0 R1- Bixby N to Mid Pool 818.07 24.79 12.39 0.38 196.66 74.41 0.33 2.71 0.000400 11.28 O'ConnBanks-Herrera 0.00

0 L2- Mid pool to Dam2 816.99 24.79 12.81 0.38 196.66 74.41 0.33 2.74 0.000400 11.28 O'ConnBanks-Herrera 0.00

0 D2- Dam2 to Bixby South w 815.98 24.79 12.18 0.95 246.11 232.93 0.11 2.85 0.000400 2.01 O'ConnBanks-Herrera 0.00

0 T1- Bixby south to RMUA H 814.94 24.81 12.40 0.95 246.15 233.03 0.11 2.97 0.000400 2.01 O'ConnBanks-Herrera 0.00

0 T1- Bixby south to RMUA H 813.89 24.81 13.10 0.95 246.15 233.03 0.11 3.08 0.000400 2.01 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 812.96 25.38 12.69 0.42 175.27 73.67 0.34 3.11 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 812.03 25.38 12.69 0.42 175.27 73.67 0.34 3.14 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 811.09 25.38 12.69 0.42 175.27 73.67 0.34 3.18 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 M1- Haikey Ck to Mid Dam1 810.16 25.38 12.71 0.42 175.27 73.67 0.34 3.21 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 809.23 25.38 12.69 0.42 175.27 73.67 0.34 3.24 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 808.30 25.38 12.69 0.42 175.27 73.67 0.34 3.27 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 807.37 25.38 12.69 0.42 175.27 73.67 0.34 3.30 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 L1- Mid Dam1 Pool to Dam1 806.44 25.38 15.84 0.42 175.27 73.67 0.34 3.33 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 X1- Dam1 to Broken Arrow 805.88 25.38 8.03 0.42 175.27 73.67 0.34 3.35 0.000400 9.85 O'ConnBanks-Herrera 0.00

0 D1- BA WWTP 1/4 way to Co 804.67 25.49 13.99 0.42 175.43 73.88 0.35 3.39 0.000400 9.83 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 803.68 25.49 12.74 0.40 291.44 115.41 0.22 3.44 0.000400 8.88 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 802.68 25.49 12.74 0.40 291.44 115.41 0.22 3.50 0.000400 8.88 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 801.69 25.49 12.74 0.40 291.44 115.41 0.22 3.55 0.000400 8.88 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 800.69 25.49 12.74 0.40 291.44 115.41 0.22 3.60 0.000400 8.88 O'ConnBanks-Herrera 0.00

0 BA- Downstream of BA wwtp 799.70 25.49 12.74 0.40 291.44 115.41 0.22 3.65 0.000400 8.88 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 798.71 25.49 12.74 0.55 153.33 83.72 0.30 3.69 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 797.71 25.49 12.74 0.55 153.33 83.72 0.30 3.73 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 796.72 25.49 12.74 0.55 153.33 83.72 0.30 3.77 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 795.72 25.49 12.74 0.55 153.33 83.72 0.30 3.80 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 BF- Further d/s towards C 794.73 25.49 12.73 0.55 153.33 83.72 0.30 3.84 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 793.73 25.49 12.74 0.55 153.33 83.72 0.30 3.88 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 792.74 25.49 12.74 0.55 153.33 83.72 0.30 3.92 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 791.74 25.49 12.74 0.55 153.33 83.72 0.30 3.95 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 790.75 25.49 12.74 0.55 153.33 83.72 0.30 3.99 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of BA to C 789.75 25.49 12.72 0.55 153.33 83.72 0.30 4.03 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 788.75 25.52 12.76 0.55 153.31 83.76 0.30 4.07 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 787.75 25.52 12.76 0.55 153.31 83.76 0.30 4.11 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 786.75 25.52 12.76 0.55 153.31 83.76 0.30 4.14 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 785.75 25.52 12.76 0.55 153.31 83.76 0.30 4.18 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 784.75 25.52 12.76 0.55 153.31 83.76 0.30 4.22 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 783.75 25.52 12.76 0.55 153.31 83.76 0.30 4.26 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 782.75 25.52 12.76 0.55 153.31 83.76 0.30 4.30 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 781.75 25.52 12.76 0.55 153.31 83.76 0.30 4.33 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 780.75 25.52 12.76 0.55 153.31 83.76 0.30 4.37 0.000400 6.44 O'ConnBanks-Herrera 0.00

0 CO- Downstream of Coweta 779.75 25.52 12.76 0.55 153.31 83.76 0.30 4.41 0.000400 6.44 O'ConnBanks-Herrera 0.00

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Tributary

No. Reach Label x(km) cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L) CBODf (mgO2/L) No(ugN/L) NH4(ugN/L) NO3(ugN/L)

0 Mainstem headwa 867.43 1157.00 16.00 6.90 2.00 2.00 630.00 150.00 500.00

0 Mainstem headwa 867.03 1157.00 15.97 7.14 1.97 1.99 626.23 149.98 495.31

0 Mainstem headwa 866.23 1157.00 15.94 7.32 1.93 1.98 622.46 149.94 490.68

0 Mainstem headwa 865.42 1157.00 15.92 7.45 1.90 1.96 618.68 149.86 486.09

0 Mainstem headwa 864.62 1157.00 15.89 7.55 1.87 1.95 614.90 149.76 481.55

0 M8- Middle of D 863.81 1157.00 15.85 7.63 1.83 1.94 610.10 149.55 475.35

0 M8- Middle of D 863.01 1155.32 15.79 7.67 1.83 2.00 607.31 159.25 473.04

0 M8- Middle of D 862.20 1155.32 15.76 7.71 1.79 1.99 602.50 158.67 467.15

0 M8- Middle of D 861.40 1155.32 15.72 7.73 1.75 1.97 597.70 158.06 461.33

0 L8- Lower Dam-8 860.68 1155.32 15.69 7.77 1.72 1.96 594.43 157.41 455.43

0 D8- Dam #8 to d 859.87 1155.32 15.66 7.75 1.68 1.94 589.36 156.88 451.24

0 T7- Top of Dam- 858.99 1155.32 15.62 7.79 1.65 1.93 585.32 156.02 444.04

0 T7- Top of Dam- 858.18 1155.32 15.58 7.81 1.62 1.91 581.28 155.12 436.97

0 T7- Top of Dam- 857.38 1155.32 15.54 7.82 1.59 1.90 577.25 154.20 430.00

0 T7- Top of Dam- 856.57 1155.32 15.50 7.82 1.56 1.89 573.23 153.26 423.16

0 M7- Middle of D 855.77 1155.32 15.47 7.82 1.53 1.88 569.70 152.48 417.79

0 M7- Middle of D 854.96 1155.32 15.44 7.82 1.51 1.86 566.17 151.68 412.50

0 L7- Lower Dam-7 854.20 1155.32 15.41 7.75 1.47 1.85 560.86 151.13 409.82

0 L7- Lower Dam-7 853.47 1155.32 15.38 7.70 1.43 1.83 555.59 150.57 407.16

0 D7- Dam #7 to S 852.67 1155.32 15.34 7.74 1.40 1.82 551.47 149.53 400.51

0 D7- Dam #7 to S 851.78 1155.32 15.30 7.76 1.37 1.80 547.37 148.49 393.98

0 SS- S-Springs M 850.86 1151.30 15.23 7.75 1.39 1.88 547.93 218.23 397.54

0 SS- S-Springs M 849.89 1151.30 15.19 7.75 1.36 1.86 543.47 214.73 392.07

0 SS- S-Springs M 848.93 1151.30 15.14 7.76 1.33 1.84 539.02 211.29 386.65

0 SS- S-Springs M 847.96 1151.30 15.10 7.76 1.30 1.83 534.59 207.91 381.28

0 SS- S-Springs M 847.00 1151.30 15.06 7.76 1.27 1.81 530.20 204.59 375.97

0 CH- Channel u/s 846.11 1151.30 15.02 7.73 1.24 1.80 525.73 201.67 372.95

0 CH- Channel u/s 845.31 1151.30 14.99 7.71 1.21 1.78 521.30 198.83 369.93

0 CH- Channel u/s 844.50 1151.30 14.95 7.70 1.18 1.77 516.91 196.04 366.90

0 CH- Channel u/s 843.70 1147.55 14.88 7.67 1.16 1.76 517.33 194.33 372.28

0 SR- Sun Refiner 842.89 1147.55 14.85 7.63 1.12 1.74 511.55 191.37 371.24

0 SR- Sun Refiner 842.09 1147.55 14.82 7.59 1.09 1.72 505.85 188.49 370.13

0 MZ- Middle of Z 841.20 1147.55 14.77 7.46 1.02 1.68 494.11 183.50 372.57

0 LZ- Lower Zink 840.40 1147.55 14.73 7.24 0.93 1.62 479.71 178.35 381.41

0 ZD-Zinc Dam 840.07 1147.55 14.73 7.24 0.93 1.62 479.67 178.33 381.44

0 ZD- Zink Dam an 839.83 1140.99 14.66 7.71 0.94 1.63 486.72 182.73 391.26

0 T6- Top of Dam- 839.19 1139.89 14.62 7.73 0.93 1.64 485.17 181.58 388.36

0 T6- Top of Dam- 838.39 1139.89 14.58 7.74 0.92 1.63 482.18 179.46 383.03

0 M6- Middle of D 837.58 1139.89 14.56 7.75 0.90 1.62 479.59 177.72 379.11

0 L6- Lower Dam-6 837.02 1139.89 14.55 7.75 0.90 1.62 478.62 177.06 377.57

0 D6- Dam #6 and 836.45 1097.51 14.06 7.59 0.91 1.66 531.46 172.67 468.45

0 D6- Dam #6 and 835.65 1097.51 14.03 7.63 0.89 1.65 527.76 171.14 461.93

0 D6- Dam #6 and 834.85 1097.51 14.00 7.66 0.87 1.64 524.07 169.59 455.51

0 D6- Dam #6 and 834.04 1097.51 13.97 7.68 0.86 1.62 520.41 168.03 449.19

0 M5- Middle of D 833.32 1097.51 13.95 7.69 0.85 1.62 518.76 167.35 446.64

0 M5- Middle of D 832.67 1097.51 13.94 7.70 0.84 1.61 517.11 166.67 444.11

0 L5- Lower Dam-5 832.11 1097.51 13.93 7.72 0.84 1.60 515.86 166.07 441.57

0 D5- Dam #5 and 831.71 1090.69 13.89 7.70 0.85 1.63 524.43 167.81 455.84

0 T4- Top of Dam- 831.06 1090.69 13.87 7.70 0.84 1.63 521.52 166.82 452.85

0 T4- Top of Dam- 830.10 1090.69 13.86 7.70 0.83 1.62 518.64 165.82 449.87

0 M4- Middle of D 829.13 1090.69 13.82 7.74 0.81 1.61 515.72 164.29 442.52

0 L4- Lower Dam-4 828.41 1090.69 13.81 7.72 0.80 1.60 513.42 163.49 440.12

0 D4- Dam #4 and 827.74 1090.69 13.78 7.72 0.79 1.59 509.54 161.90 434.08

0 D4- Dam #4 and 826.88 1090.69 13.75 7.72 0.77 1.57 505.70 160.32 428.15

0 D4- Dam #4 and 826.02 1066.85 13.42 7.68 0.86 1.77 534.32 196.41 478.25

0 M3- Middle of D 825.15 1063.98 13.35 7.67 0.85 1.76 533.87 196.48 478.09

0 M3- Middle of D 824.26 1060.57 13.29 7.66 0.83 1.75 534.18 197.36 479.26

0 L3- Lower Dam-3 823.58 1060.01 13.27 7.66 0.82 1.75 532.11 196.91 477.14

0 D3- Dam #3 and 823.02 1060.01 13.26 7.66 0.81 1.74 529.73 195.61 474.66

0 US - Top Dam2 p 822.25 1058.68 13.23 7.67 0.81 1.74 528.72 196.84 473.46

0 US - Top Dam2 p 821.37 1055.85 13.19 7.67 0.80 1.73 529.77 195.64 475.78

0 US - Top Dam2 p 820.48 1055.85 13.17 7.69 0.79 1.72 526.92 193.90 471.41

0 US - Top Dam2 p 819.60 1055.85 13.15 7.70 0.78 1.71 524.09 192.17 467.08

0 R1- Bixby N to 818.61 1054.89 13.10 7.70 0.77 1.70 523.20 233.69 466.88

0 L2- Mid pool to 817.53 1054.89 13.08 7.70 0.76 1.69 519.77 230.49 462.47

0 D2- Dam2 to Bix 816.49 1054.89 13.04 7.58 0.72 1.65 510.63 224.33 465.03

0 T1- Bixby south 815.46 1054.35 13.01 7.49 0.69 1.62 502.14 218.48 478.45

0 T1- Bixby south 814.42 1054.35 12.98 7.41 0.66 1.59 493.06 212.73 480.01

0 M1- Haikey Ck t 813.43 1040.03 12.71 7.48 0.65 1.58 499.52 208.23 479.43

0 M1- Haikey Ck t 812.49 1040.03 12.69 7.54 0.64 1.57 496.84 206.28 478.38

0 M1- Haikey Ck t 811.56 1040.03 12.67 7.58 0.63 1.56 494.18 204.34 477.32

0 M1- Haikey Ck t 810.63 1040.03 12.65 7.62 0.63 1.55 491.52 202.41 476.24

0 L1- Mid Dam1 Po 809.70 1040.03 12.63 7.64 0.62 1.54 488.89 200.49 475.14

0 L1- Mid Dam1 Po 808.77 1040.03 12.62 7.66 0.61 1.53 486.27 198.58 474.02

0 L1- Mid Dam1 Po 807.84 1040.03 12.60 7.68 0.60 1.52 483.66 196.69 472.88

0 L1- Mid Dam1 Po 806.91 1040.03 12.58 7.69 0.59 1.51 481.06 194.81 471.72

0 X1- Dam1 to Bro 806.16 1040.03 12.57 7.70 0.58 1.50 479.50 193.69 471.01

0 D1- BA WWTP 1/4 805.28 1037.55 12.50 7.70 0.57 1.49 477.75 193.22 469.63

0 BA- Downstream 804.17 1037.55 12.46 7.71 0.56 1.47 473.45 190.08 467.19

0 BA- Downstream 803.18 1037.55 12.43 7.71 0.55 1.46 469.18 186.99 464.70

0 BA- Downstream 802.19 1037.55 12.40 7.71 0.53 1.45 464.96 183.96 462.16

0 BA- Downstream 801.19 1037.55 12.37 7.72 0.52 1.43 460.77 180.99 459.59

0 BA- Downstream 800.20 1037.55 12.33 7.72 0.51 1.42 456.62 178.08 456.97

0 BF- Further d/s 799.20 1037.55 12.32 7.71 0.50 1.41 453.72 176.31 456.56

0 BF- Further d/s 798.21 1037.55 12.30 7.71 0.49 1.40 450.84 174.57 456.11

0 BF- Further d/s 797.22 1037.55 12.28 7.70 0.48 1.39 447.98 172.86 455.63

0 BF- Further d/s 796.22 1037.55 12.27 7.70 0.47 1.38 445.14 171.17 455.13

0 BF- Further d/s 795.23 1037.55 12.25 7.70 0.46 1.37 442.33 169.51 454.59

0 CO- Downstream 794.23 1037.55 12.23 7.70 0.46 1.36 439.52 167.87 454.03

0 CO- Downstream 793.24 1037.55 12.22 7.70 0.45 1.35 436.74 166.25 453.44

0 CO- Downstream 792.24 1037.55 12.20 7.70 0.44 1.34 433.98 164.66 452.83

0 CO- Downstream 791.24 1037.55 12.18 7.70 0.43 1.33 431.23 163.09 452.19

0 CO- Downstream 790.25 1037.55 12.16 7.70 0.42 1.32 428.51 161.54 451.53

0 CO- Downstream 789.25 1036.19 12.14 7.69 0.45 1.39 427.83 169.01 454.33

0 CO- Downstream 788.25 1036.19 12.12 7.69 0.45 1.38 425.12 167.30 453.76

0 CO- Downstream 787.25 1036.19 12.10 7.68 0.44 1.37 422.43 165.61 453.17

0 CO- Downstream 786.25 1036.19 12.09 7.68 0.43 1.36 419.75 163.94 452.55

0 CO- Downstream 785.25 1036.19 12.07 7.68 0.42 1.35 417.09 162.30 451.90

0 CO- Downstream 784.25 1036.19 12.05 7.69 0.41 1.34 414.44 160.69 451.23

0 CO- Downstream 783.25 1036.19 12.04 7.69 0.41 1.33 411.81 159.10 450.53

0 CO- Downstream 782.25 1036.19 12.02 7.69 0.40 1.32 409.20 157.53 449.80

0 CO- Downstream 781.25 1036.19 12.00 7.69 0.39 1.31 406.61 155.98 449.05

0 CO- Downstream 780.25 1036.19 11.99 7.69 0.39 1.30 404.03 154.46 448.28

0 Terminus 779.75 1036.19 11.99 7.69 0.39 1.30 404.03 154.46 448.28

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Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

ConstituentConstituentConstituent

Po (ugP/L) Inorg P (ugP/L) Phyto (ugA/L) INp(ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk i ii iii

50.00 140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00

49.92 139.28 9.11 0.12 0.04 3.99 0.00 129.99 0.00 0.00 0.00

49.84 138.58 9.13 0.23 0.07 3.97 0.00 129.98 0.00 0.00 0.00

49.75 137.88 9.16 0.32 0.10 3.96 0.00 129.97 0.00 0.00 0.00

49.67 137.19 9.19 0.40 0.12 3.95 0.00 129.96 0.00 0.00 0.00

49.56 136.28 9.23 0.49 0.15 3.93 0.00 129.95 0.00 0.00 0.00

49.39 135.17 9.26 0.57 0.17 3.91 0.00 129.89 0.00 0.00 0.00

49.28 134.28 9.30 0.64 0.19 3.89 0.00 129.88 0.00 0.00 0.00

49.17 133.39 9.33 0.71 0.20 3.88 0.00 129.86 0.00 0.00 0.00

49.10 132.60 9.35 0.76 0.21 3.86 0.00 129.85 0.00 0.00 0.00

48.98 131.85 9.38 0.82 0.23 3.85 0.00 129.84 0.00 0.00 0.00

48.90 130.88 9.40 0.87 0.24 3.83 0.00 129.83 0.00 0.00 0.00

48.81 129.91 9.42 0.92 0.25 3.82 0.00 129.81 0.00 0.00 0.00

48.72 128.95 9.43 0.96 0.26 3.80 0.00 129.80 0.00 0.00 0.00

48.63 128.00 9.45 1.00 0.27 3.79 0.00 129.79 0.00 0.00 0.00

48.55 127.23 9.46 1.04 0.28 3.77 0.00 129.78 0.00 0.00 0.00

48.47 126.47 9.47 1.07 0.29 3.76 0.00 129.77 0.00 0.00 0.00

48.34 125.83 9.47 1.12 0.30 3.74 0.00 129.75 0.00 0.00 0.00

48.21 125.21 9.46 1.17 0.32 3.73 0.00 129.73 0.00 0.00 0.00

48.12 124.26 9.47 1.20 0.32 3.71 0.00 129.72 0.00 0.00 0.00

48.02 123.31 9.48 1.24 0.33 3.70 0.00 129.71 0.00 0.00 0.00

47.75 125.32 9.46 1.27 0.34 3.69 0.00 129.58 0.00 0.00 0.00

47.65 124.29 9.48 1.30 0.35 3.68 0.00 129.55 0.00 0.00 0.00

47.55 123.26 9.51 1.33 0.35 3.66 0.00 129.53 0.00 0.00 0.00

47.44 122.25 9.54 1.36 0.36 3.64 0.00 129.50 0.00 0.00 0.00

47.34 121.24 9.57 1.39 0.37 3.63 0.00 129.47 0.00 0.00 0.00

47.23 120.46 9.60 1.42 0.37 3.61 0.00 129.45 0.00 0.00 0.00

47.12 119.69 9.63 1.45 0.38 3.60 0.00 129.42 0.00 0.00 0.00

47.02 118.92 9.66 1.48 0.39 3.58 0.00 129.40 0.00 0.00 0.00

46.76 121.01 9.65 1.50 0.39 3.57 0.00 129.28 0.00 0.00 0.00

46.61 120.31 9.66 1.54 0.40 3.55 0.00 129.24 0.00 0.00 0.00

46.47 119.61 9.67 1.57 0.41 3.53 0.00 129.21 0.00 0.00 0.00

46.16 118.67 9.60 1.64 0.42 3.50 0.00 129.14 0.00 0.00 0.00

45.77 118.14 9.37 1.70 0.44 3.46 0.00 129.06 0.00 0.00 0.00

45.77 118.14 9.36 1.70 0.44 3.46 0.00 129.06 0.00 0.00 0.00

45.47 122.52 9.31 1.70 0.44 3.47 0.00 128.88 0.00 0.00 0.00

45.35 121.57 9.31 1.71 0.44 3.46 0.00 128.84 0.00 0.00 0.00

45.28 120.75 9.33 1.72 0.44 3.45 0.00 128.83 0.00 0.00 0.00

45.22 120.11 9.35 1.73 0.44 3.44 0.00 128.81 0.00 0.00 0.00

45.19 119.86 9.36 1.73 0.44 3.44 0.00 128.81 0.00 0.00 0.00

43.43 151.59 9.05 1.68 0.43 3.38 0.00 127.72 0.00 0.00 0.00

43.35 150.60 9.09 1.69 0.43 3.37 0.00 127.70 0.00 0.00 0.00

43.27 149.62 9.12 1.71 0.44 3.36 0.00 127.69 0.00 0.00 0.00

43.19 148.64 9.16 1.72 0.44 3.34 0.00 127.67 0.00 0.00 0.00

43.16 148.23 9.18 1.72 0.44 3.34 0.00 127.66 0.00 0.00 0.00

43.12 147.82 9.20 1.73 0.44 3.33 0.00 127.66 0.00 0.00 0.00

43.09 147.45 9.21 1.73 0.44 3.33 0.00 127.65 0.00 0.00 0.00

42.81 152.52 9.16 1.72 0.44 3.36 0.00 127.48 0.00 0.00 0.00

42.75 151.95 9.18 1.73 0.44 3.35 0.00 127.46 0.00 0.00 0.00

42.68 151.38 9.20 1.74 0.44 3.34 0.00 127.45 0.00 0.00 0.00

42.62 150.34 9.22 1.75 0.45 3.33 0.00 127.44 0.00 0.00 0.00

42.57 149.88 9.24 1.76 0.45 3.33 0.00 127.43 0.00 0.00 0.00

42.48 148.88 9.27 1.77 0.45 3.31 0.00 127.41 0.00 0.00 0.00

42.40 147.89 9.29 1.78 0.45 3.30 0.00 127.40 0.00 0.00 0.00

41.39 143.71 9.11 1.75 0.45 3.22 0.00 126.78 0.00 0.00 0.00

41.19 142.28 9.10 1.76 0.45 3.20 0.00 126.68 0.00 0.00 0.00

40.97 143.98 9.10 1.77 0.45 3.19 0.00 126.57 0.00 0.00 0.00

40.91 143.56 9.10 1.77 0.45 3.18 0.00 126.55 0.00 0.00 0.00

40.86 143.10 9.11 1.78 0.45 3.18 0.00 126.53 0.00 0.00 0.00

40.75 143.49 9.11 1.79 0.45 3.17 0.00 126.49 0.00 0.00 0.00

40.58 145.08 9.09 1.79 0.45 3.18 0.00 126.40 0.00 0.00 0.00

40.52 144.40 9.11 1.80 0.45 3.17 0.00 126.38 0.00 0.00 0.00

40.47 143.71 9.12 1.80 0.46 3.16 0.00 126.37 0.00 0.00 0.00

41.02 150.22 9.14 1.81 0.46 3.17 0.00 126.51 0.00 0.00 0.00

40.95 149.35 9.15 1.82 0.46 3.16 0.00 126.48 0.00 0.00 0.00

40.74 148.46 9.12 1.84 0.46 3.13 0.00 126.42 0.00 0.00 0.00

40.84 149.85 9.09 1.86 0.47 3.12 0.00 126.35 0.00 0.00 0.00

40.63 148.93 9.06 1.89 0.47 3.10 0.00 126.29 0.00 0.00 0.00

41.91 167.35 9.09 1.85 0.46 3.07 0.00 126.80 0.00 0.00 0.00

41.85 166.62 9.10 1.86 0.47 3.06 0.00 126.78 0.00 0.00 0.00

41.79 165.89 9.12 1.86 0.47 3.05 0.00 126.77 0.00 0.00 0.00

41.73 165.17 9.14 1.87 0.47 3.04 0.00 126.75 0.00 0.00 0.00

41.67 164.45 9.16 1.88 0.47 3.04 0.00 126.73 0.00 0.00 0.00

41.61 163.74 9.19 1.88 0.47 3.03 0.00 126.72 0.00 0.00 0.00

41.55 163.03 9.21 1.89 0.47 3.02 0.00 126.70 0.00 0.00 0.00

41.49 162.32 9.24 1.89 0.47 3.01 0.00 126.68 0.00 0.00 0.00

41.45 161.90 9.25 1.90 0.48 3.01 0.00 126.68 0.00 0.00 0.00

41.19 171.02 9.29 1.90 0.48 2.99 0.00 126.80 0.00 0.00 0.00

41.10 169.70 9.33 1.91 0.48 2.98 0.00 126.77 0.00 0.00 0.00

41.00 168.39 9.37 1.92 0.48 2.97 0.00 126.75 0.00 0.00 0.00

40.90 167.09 9.40 1.93 0.48 2.96 0.00 126.72 0.00 0.00 0.00

40.80 165.80 9.44 1.94 0.49 2.94 0.00 126.70 0.00 0.00 0.00

40.70 164.52 9.47 1.95 0.49 2.93 0.00 126.67 0.00 0.00 0.00

40.63 163.87 9.48 1.96 0.49 2.92 0.00 126.65 0.00 0.00 0.00

40.56 163.22 9.50 1.97 0.49 2.92 0.00 126.64 0.00 0.00 0.00

40.49 162.58 9.51 1.97 0.49 2.91 0.00 126.62 0.00 0.00 0.00

40.42 161.94 9.52 1.98 0.49 2.90 0.00 126.60 0.00 0.00 0.00

40.35 161.30 9.52 1.99 0.50 2.89 0.00 126.58 0.00 0.00 0.00

40.28 160.66 9.53 1.99 0.50 2.89 0.00 126.57 0.00 0.00 0.00

40.21 160.02 9.54 2.00 0.50 2.88 0.00 126.55 0.00 0.00 0.00

40.14 159.39 9.54 2.01 0.50 2.87 0.00 126.54 0.00 0.00 0.00

40.08 158.76 9.55 2.01 0.50 2.86 0.00 126.52 0.00 0.00 0.00

40.01 158.13 9.56 2.02 0.50 2.86 0.00 126.50 0.00 0.00 0.00

39.89 158.60 9.56 2.02 0.50 2.85 0.00 126.45 0.00 0.00 0.00

39.82 157.97 9.57 2.03 0.51 2.84 0.00 126.44 0.00 0.00 0.00

39.75 157.34 9.59 2.03 0.51 2.84 0.00 126.42 0.00 0.00 0.00

39.68 156.72 9.60 2.04 0.51 2.83 0.00 126.40 0.00 0.00 0.00

39.61 156.10 9.62 2.05 0.51 2.82 0.00 126.39 0.00 0.00 0.00

39.54 155.48 9.64 2.05 0.51 2.82 0.00 126.37 0.00 0.00 0.00

39.48 154.86 9.66 2.06 0.51 2.81 0.00 126.35 0.00 0.00 0.00

39.41 154.25 9.68 2.06 0.51 2.80 0.00 126.34 0.00 0.00 0.00

39.34 153.64 9.70 2.07 0.52 2.79 0.00 126.32 0.00 0.00 0.00

39.27 153.03 9.72 2.08 0.52 2.79 0.00 126.31 0.00 0.00 0.00

39.27 153.03 9.72 2.08 0.52 2.79 0.00 126.31 0.00 0.00 0.00

Q2kBixbyWLA-Calibration-r18O

Page 301: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Constituent Bot Algae QNb QPb TSS

pH (mgA/m2) (ugN/mgA) (ugP/mgA) TOC TN TP TKN (mgD/L) CBODu NH3 DO sat

8.10 0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 9.48 8.19

8.13 0.00 NaN NaN 3.43 1271.65 189.24 776.34 20.87 9.22 10.11 8.18

8.15 0.00 NaN NaN 3.41 1263.30 188.49 772.62 20.83 9.17 10.71 8.17

8.17 0.00 NaN NaN 3.39 1254.96 187.73 768.87 20.79 9.11 11.27 8.15

8.19 0.00 NaN NaN 3.37 1246.62 186.98 765.06 20.76 9.06 11.81 8.14

8.21 0.00 NaN NaN 3.34 1235.49 185.98 760.14 20.71 8.99 12.41 8.13

8.22 0.00 NaN NaN 3.36 1240.17 184.73 767.13 20.63 9.03 13.71 8.12

8.24 0.00 NaN NaN 3.33 1228.96 183.74 761.81 20.58 8.96 14.20 8.10

8.25 0.00 NaN NaN 3.30 1217.79 182.77 756.47 20.53 8.89 14.64 8.09

8.27 0.00 NaN NaN 3.29 1208.04 181.91 752.61 20.49 8.84 15.21 8.08

8.27 0.00 NaN NaN 3.26 1198.31 181.07 747.07 20.44 8.77 15.38 8.07

8.29 0.00 NaN NaN 3.24 1186.25 180.01 742.20 20.39 8.71 15.96 8.06

8.31 0.00 NaN NaN 3.22 1174.28 178.97 737.32 20.34 8.65 16.46 8.05

8.32 0.00 NaN NaN 3.20 1162.41 177.93 732.41 20.28 8.60 16.90 8.04

8.33 0.00 NaN NaN 3.17 1150.65 176.91 727.49 20.23 8.54 17.27 8.03

8.34 0.00 NaN NaN 3.16 1141.00 176.06 723.21 20.19 8.49 17.53 8.02

8.35 0.00 NaN NaN 3.14 1131.42 175.22 718.93 20.14 8.44 17.75 8.02

8.34 0.00 NaN NaN 3.11 1122.93 174.48 713.11 20.10 8.36 17.51 8.01

8.34 0.00 NaN NaN 3.08 1114.49 173.74 707.33 20.05 8.29 17.27 8.00

8.35 0.00 NaN NaN 3.06 1102.72 172.70 702.21 20.00 8.23 17.56 7.99

8.36 0.00 NaN NaN 3.04 1091.07 171.67 697.09 19.94 8.17 17.81 7.99

8.35 0.00 NaN NaN 3.07 1164.97 173.41 767.43 19.87 8.26 26.22 7.98

8.36 0.00 NaN NaN 3.05 1151.57 172.28 759.50 19.81 8.19 26.27 7.97

8.37 0.00 NaN NaN 3.02 1138.30 171.16 751.65 19.75 8.13 26.29 7.97

8.38 0.00 NaN NaN 3.00 1125.15 170.05 743.87 19.70 8.07 26.27 7.96

8.38 0.00 NaN NaN 2.98 1112.14 168.95 736.18 19.64 8.02 26.21 7.96

8.38 0.00 NaN NaN 2.96 1101.78 168.07 728.83 19.59 7.96 25.83 7.95

8.38 0.00 NaN NaN 2.94 1091.51 167.20 721.58 19.55 7.90 25.46 7.95

8.38 0.00 NaN NaN 2.92 1081.33 166.33 714.43 19.50 7.84 25.11 7.95

8.37 0.00 NaN NaN 2.90 1085.44 168.16 713.16 19.42 7.80 24.52 7.94

8.36 0.00 NaN NaN 2.87 1075.70 167.32 704.46 19.37 7.73 23.82 7.94

8.36 0.00 NaN NaN 2.85 1066.04 166.48 695.91 19.32 7.66 23.17 7.93

8.33 0.00 NaN NaN 2.79 1051.81 165.26 679.25 19.23 7.50 21.50 7.93

8.29 0.00 NaN NaN 2.71 1041.16 164.35 659.76 19.13 7.28 19.08 7.92

8.29 0.00 NaN NaN 2.71 1041.14 164.35 659.70 19.13 7.28 19.07 7.92

8.33 0.00 NaN NaN 2.72 1062.41 168.42 671.15 19.07 7.30 21.39 7.92

8.34 0.00 NaN NaN 2.71 1056.83 167.36 668.46 19.01 7.30 21.79 7.92

8.36 0.00 NaN NaN 2.70 1046.40 166.47 663.36 18.97 7.26 22.13 7.92

8.36 0.00 NaN NaN 2.69 1038.14 165.77 659.04 18.93 7.23 22.33 7.92

8.37 0.00 NaN NaN 2.68 1034.99 165.50 657.42 18.92 7.22 22.42 7.92

8.28 0.00 NaN NaN 2.67 1174.27 195.45 705.82 18.35 7.18 18.50 7.90

8.30 0.00 NaN NaN 2.65 1162.52 194.39 700.59 18.31 7.14 19.03 7.90

8.31 0.00 NaN NaN 2.64 1150.87 193.33 695.37 18.27 7.10 19.47 7.91

8.33 0.00 NaN NaN 2.63 1139.35 192.27 690.16 18.23 7.06 19.84 7.91

8.33 0.00 NaN NaN 2.62 1134.48 191.83 687.83 18.21 7.04 20.01 7.91

8.34 0.00 NaN NaN 2.61 1129.62 191.38 685.51 18.19 7.02 20.17 7.91

8.35 0.00 NaN NaN 2.61 1125.23 190.98 683.66 18.18 7.01 20.38 7.91

8.33 0.00 NaN NaN 2.64 1149.80 195.77 693.96 18.17 7.09 20.15 7.91

8.34 0.00 NaN NaN 2.62 1142.92 195.14 690.07 18.15 7.06 20.24 7.91

8.34 0.00 NaN NaN 2.61 1136.08 194.50 686.20 18.12 7.03 20.31 7.91

8.36 0.00 NaN NaN 2.60 1124.28 193.41 681.76 18.08 7.00 20.83 7.91

8.36 0.00 NaN NaN 2.59 1118.78 192.89 678.66 18.06 6.98 20.79 7.91

8.37 0.00 NaN NaN 2.58 1107.29 191.81 673.21 18.02 6.94 20.86 7.91

8.38 0.00 NaN NaN 2.56 1095.95 190.74 667.80 17.98 6.90 20.90 7.91

8.33 0.00 NaN NaN 2.63 1210.73 185.55 732.48 17.54 7.08 23.19 7.90

8.33 0.00 NaN NaN 2.62 1210.20 183.92 732.11 17.47 7.04 23.37 7.90

8.33 0.00 NaN NaN 2.60 1212.57 185.39 733.31 17.38 7.00 23.57 7.90

8.33 0.00 NaN NaN 2.59 1207.92 184.91 730.79 17.36 6.98 23.57 7.90

8.34 0.00 NaN NaN 2.58 1201.78 184.41 727.12 17.34 6.95 23.58 7.90

8.34 0.00 NaN NaN 2.58 1200.80 184.69 727.35 17.31 6.94 23.97 7.90

8.34 0.00 NaN NaN 2.58 1202.98 186.12 727.20 17.27 6.93 23.88 7.90

8.35 0.00 NaN NaN 2.56 1194.03 185.37 722.62 17.25 6.90 24.04 7.90

8.36 0.00 NaN NaN 2.55 1185.15 184.63 718.06 17.22 6.87 24.17 7.90

8.36 0.00 NaN NaN 2.55 1225.58 191.69 758.70 17.18 6.86 29.55 7.90

8.37 0.00 NaN NaN 2.54 1214.56 190.75 752.08 17.15 6.83 29.56 7.90

8.35 0.00 NaN NaN 2.50 1201.83 189.66 736.80 17.09 6.73 27.73 7.90

8.33 0.00 NaN NaN 2.47 1200.93 191.16 722.49 17.04 6.65 26.00 7.90

8.32 0.00 NaN NaN 2.44 1187.68 190.03 707.67 16.98 6.55 24.56 7.89

8.28 0.00 NaN NaN 2.42 1189.03 209.71 709.60 16.69 6.52 22.03 7.90

8.29 0.00 NaN NaN 2.41 1183.36 208.93 704.98 16.66 6.49 22.41 7.90

8.30 0.00 NaN NaN 2.40 1177.70 208.14 700.38 16.63 6.46 22.75 7.90

8.31 0.00 NaN NaN 2.39 1172.03 207.36 695.80 16.61 6.43 23.04 7.90

8.32 0.00 NaN NaN 2.38 1166.39 206.59 691.25 16.59 6.40 23.32 7.90

8.33 0.00 NaN NaN 2.37 1160.75 205.82 686.74 16.56 6.38 23.56 7.90

8.34 0.00 NaN NaN 2.36 1155.12 205.05 682.24 16.54 6.36 23.76 7.90

8.35 0.00 NaN NaN 2.35 1149.49 204.28 677.77 16.51 6.33 23.92 7.90

8.35 0.00 NaN NaN 2.35 1146.10 203.82 675.08 16.50 6.32 24.01 7.91

8.35 0.00 NaN NaN 2.34 1142.50 212.69 672.87 16.42 6.29 24.03 7.91

8.36 0.00 NaN NaN 2.32 1132.63 211.27 665.44 16.38 6.25 24.09 7.91

8.37 0.00 NaN NaN 2.31 1122.79 209.86 658.10 16.34 6.21 24.09 7.91

8.38 0.00 NaN NaN 2.29 1113.01 208.47 650.85 16.30 6.17 24.04 7.91

8.38 0.00 NaN NaN 2.28 1103.29 207.09 643.70 16.25 6.14 23.96 7.91

8.39 0.00 NaN NaN 2.27 1093.62 205.71 636.65 16.21 6.10 23.85 7.92

8.39 0.00 NaN NaN 2.26 1088.55 204.99 631.99 16.19 6.07 23.66 7.92

8.39 0.00 NaN NaN 2.25 1083.49 204.28 627.38 16.17 6.05 23.48 7.92

8.39 0.00 NaN NaN 2.24 1078.44 203.56 622.81 16.14 6.02 23.29 7.92

8.39 0.00 NaN NaN 2.23 1073.42 202.85 618.29 16.12 6.00 23.10 7.91

8.40 0.00 NaN NaN 2.22 1068.41 202.14 613.82 16.09 5.97 22.91 7.91

8.40 0.00 NaN NaN 2.21 1063.41 201.44 609.38 16.07 5.95 22.73 7.91

8.40 0.00 NaN NaN 2.20 1058.43 200.73 604.99 16.05 5.92 22.55 7.91

8.40 0.00 NaN NaN 2.19 1053.47 200.03 600.64 16.02 5.90 22.38 7.91

8.40 0.00 NaN NaN 2.18 1048.53 199.34 596.33 16.00 5.88 22.21 7.91

8.40 0.00 NaN NaN 2.18 1043.60 198.64 592.07 15.98 5.85 22.04 7.91

8.40 0.00 NaN NaN 2.21 1053.20 198.99 598.87 15.95 5.94 22.94 7.91

8.40 0.00 NaN NaN 2.20 1048.21 198.29 594.45 15.92 5.92 22.75 7.91

8.40 0.00 NaN NaN 2.19 1043.24 197.60 590.07 15.90 5.89 22.57 7.91

8.40 0.00 NaN NaN 2.18 1038.28 196.91 585.73 15.88 5.87 22.39 7.91

8.40 0.00 NaN NaN 2.17 1033.34 196.22 581.44 15.86 5.84 22.21 7.91

8.40 0.00 NaN NaN 2.16 1028.41 195.53 577.19 15.83 5.82 22.04 7.91

8.41 0.00 NaN NaN 2.16 1023.50 194.85 572.97 15.81 5.80 21.87 7.91

8.41 0.00 NaN NaN 2.15 1018.60 194.17 568.80 15.79 5.78 21.71 7.91

8.41 0.00 NaN NaN 2.14 1013.71 193.49 564.66 15.77 5.76 21.54 7.91

8.41 0.00 NaN NaN 2.13 1008.84 192.82 560.56 15.75 5.74 21.38 7.91

8.41 0.00 NaN NaN 2.13 1008.84 192.82 560.56 15.75 5.74 21.38 7.91

Q2kBixbyWLA-Calibration-r18O

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Reach Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

pHsat

8.53

8.53

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Q2kBixbyWLA-Calibration-r18O

Page 303: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Tributary Reach Distance cond (umhos) ISS (mgD/L) DO(mgO2/L) CBODs (mgO2/L)CBODf (mgO2/L)No(ugN/L) NH4(ugN/L) NO3(ugN/L) Po (ugP/L)

No. Label x(km) Min Min Min Min Min Min Min Min Min

0 Mainstem headwa 867.43 1157.00 16.00 6.90 2.00 2.00 630.00 150.00 500.00 50.00

0 Mainstem headwa 867.03 1157.00 15.97 7.13 1.96 1.99 626.01 149.93 495.02 49.91

0 Mainstem headwa 866.23 1157.00 15.94 7.27 1.93 1.98 621.83 149.84 489.88 49.82

0 Mainstem headwa 865.42 1157.00 15.92 7.35 1.89 1.96 617.49 149.72 484.61 49.72

0 Mainstem headwa 864.62 1157.00 15.89 7.39 1.85 1.95 613.06 149.56 479.27 49.62

0 M8- Middle of D 863.81 1157.00 15.85 7.40 1.81 1.94 607.39 149.26 471.88 49.50

0 M8- Middle of D 863.01 1155.32 15.79 7.38 1.80 2.00 603.73 158.80 468.48 49.30

0 M8- Middle of D 862.20 1155.32 15.76 7.36 1.76 1.98 598.13 158.04 461.60 49.17

0 M8- Middle of D 861.40 1155.32 15.72 7.33 1.71 1.97 592.68 157.26 454.97 49.05

0 L8- Lower Dam-8 860.68 1155.32 15.69 7.34 1.69 1.96 589.05 156.44 448.21 48.97

0 D8- Dam #8 to d 859.87 1155.32 15.66 7.30 1.64 1.94 583.53 155.82 443.85 48.84

0 T7- Top of Dam- 858.99 1155.32 15.62 7.32 1.61 1.93 579.26 154.79 436.05 48.75

0 T7- Top of Dam- 858.18 1155.32 15.58 7.33 1.58 1.91 575.13 153.76 428.57 48.65

0 T7- Top of Dam- 857.38 1155.32 15.54 7.34 1.55 1.90 571.11 152.73 421.37 48.56

0 T7- Top of Dam- 856.57 1155.32 15.50 7.33 1.52 1.88 567.20 151.70 414.43 48.48

0 M7- Middle of D 855.77 1155.32 15.47 7.32 1.50 1.87 563.80 150.87 409.09 48.40

0 M7- Middle of D 854.96 1155.32 15.44 7.32 1.47 1.86 560.46 150.05 403.90 48.32

0 L7- Lower Dam-7 854.20 1155.32 15.41 7.26 1.44 1.84 555.45 149.55 401.62 48.20

0 L7- Lower Dam-7 853.47 1155.32 15.38 7.22 1.40 1.83 550.46 149.06 399.40 48.08

0 D7- Dam #7 to S 852.67 1155.32 15.34 7.31 1.37 1.81 546.60 148.10 393.24 47.99

0 D7- Dam #7 to S 851.78 1155.32 15.30 7.37 1.35 1.80 542.83 147.15 387.32 47.91

0 SS- S-Springs M 850.86 1151.30 15.23 7.38 1.36 1.87 543.86 217.11 391.61 47.65

0 SS- S-Springs M 849.89 1151.30 15.19 7.39 1.34 1.86 539.94 213.79 386.96 47.56

0 SS- S-Springs M 848.93 1151.30 15.14 7.37 1.31 1.84 536.10 209.93 382.44 47.47

0 SS- S-Springs M 847.96 1151.30 15.10 7.34 1.29 1.83 532.36 206.03 378.05 47.39

0 SS- S-Springs M 847.00 1151.30 15.06 7.32 1.26 1.81 528.69 202.23 373.76 47.30

0 CH- Channel u/s 846.11 1151.30 15.02 7.28 1.24 1.80 525.01 199.01 371.41 47.21

0 CH- Channel u/s 845.31 1151.30 14.99 7.25 1.21 1.78 519.88 195.94 369.06 47.09

0 CH- Channel u/s 844.50 1151.30 14.95 7.24 1.17 1.76 514.78 193.01 365.86 46.96

0 CH- Channel u/s 843.70 1147.55 14.88 7.23 1.15 1.76 514.64 191.25 370.84 46.68

0 SR- Sun Refiner 842.89 1147.55 14.85 7.21 1.11 1.74 508.32 188.38 369.80 46.53

0 SR- Sun Refiner 842.09 1147.55 14.82 7.20 1.07 1.72 502.28 185.66 368.69 46.37

0 MZ- Middle of Z 841.20 1147.55 14.77 7.15 1.00 1.68 490.74 181.31 371.58 46.07

0 LZ- Lower Zink 840.40 1147.55 14.73 7.00 0.92 1.62 477.06 176.89 380.46 45.70

0 ZD-Zinc Dam 840.07 1147.55 14.73 7.00 0.92 1.61 477.02 176.88 380.49 45.70

0 ZD- Zink Dam an 839.83 1140.99 14.66 7.61 0.92 1.63 484.13 181.43 390.51 45.40

0 T6- Top of Dam- 839.19 1139.89 14.62 7.64 0.92 1.64 482.77 180.53 387.18 45.29

0 T6- Top of Dam- 838.39 1139.89 14.58 7.58 0.91 1.63 480.04 178.71 381.02 45.22

0 M6- Middle of D 837.58 1139.89 14.56 7.52 0.89 1.62 477.73 177.24 376.36 45.16

0 L6- Lower Dam-6 837.02 1139.89 14.55 7.49 0.89 1.62 476.88 176.63 374.52 45.14

0 D6- Dam #6 and 836.45 1097.51 14.06 7.29 0.90 1.66 530.29 171.83 464.09 43.40

0 D6- Dam #6 and 835.65 1097.51 14.03 7.27 0.89 1.65 526.58 169.84 456.16 43.33

0 D6- Dam #6 and 834.85 1097.51 14.00 7.25 0.87 1.64 521.95 167.86 448.42 43.22

0 D6- Dam #6 and 834.04 1097.51 13.97 7.22 0.85 1.62 517.40 165.90 440.92 43.12

0 M5- Middle of D 833.32 1097.51 13.95 7.21 0.84 1.61 515.35 165.05 437.92 43.07

0 M5- Middle of D 832.67 1097.51 13.94 7.21 0.83 1.60 513.31 164.20 434.96 43.03

0 L5- Lower Dam-5 832.11 1097.51 13.93 7.20 0.82 1.60 511.77 163.46 431.98 42.99

0 D5- Dam #5 and 831.71 1090.69 13.89 7.18 0.84 1.63 520.22 165.14 446.03 42.71

0 T4- Top of Dam- 831.06 1090.69 13.87 7.17 0.82 1.62 516.74 163.98 442.78 42.63

0 T4- Top of Dam- 830.10 1090.69 13.86 7.16 0.81 1.61 513.35 162.85 439.62 42.55

0 M4- Middle of D 829.13 1090.69 13.82 7.20 0.79 1.60 510.08 161.08 431.59 42.48

0 L4- Lower Dam-4 828.41 1090.69 13.81 7.19 0.78 1.59 507.50 160.21 429.10 42.42

0 D4- Dam #4 and 827.74 1090.69 13.78 7.19 0.77 1.58 503.34 158.53 422.97 42.33

0 D4- Dam #4 and 826.88 1090.69 13.75 7.21 0.75 1.57 499.34 156.91 417.11 42.24

0 D4- Dam #4 and 826.02 1066.85 13.42 7.20 0.84 1.77 528.01 193.00 467.63 41.23

0 M3- Middle of D 825.15 1063.98 13.35 7.21 0.83 1.76 527.61 193.06 467.85 41.03

0 M3- Middle of D 824.26 1060.57 13.29 7.22 0.81 1.75 528.08 193.99 469.54 40.81

0 L3- Lower Dam-3 823.58 1060.01 13.27 7.22 0.80 1.74 526.06 193.56 467.57 40.76

0 D3- Dam #3 and 823.02 1060.01 13.26 7.23 0.79 1.73 523.77 192.30 465.31 40.71

0 US - Top Dam2 p 822.25 1058.68 13.23 7.25 0.79 1.74 522.91 193.61 464.54 40.60

0 US - Top Dam2 p 821.37 1055.85 13.19 7.26 0.78 1.73 524.17 192.50 467.34 40.44

0 US - Top Dam2 p 820.48 1055.85 13.17 7.28 0.77 1.72 521.54 190.88 463.47 40.39

0 US - Top Dam2 p 819.60 1055.85 13.15 7.29 0.76 1.71 518.95 189.28 459.69 40.34

0 R1- Bixby N to 818.61 1054.89 13.10 7.30 0.76 1.70 518.43 231.02 460.14 40.90

0 L2- Mid pool to 817.53 1054.89 13.08 7.30 0.75 1.68 515.40 228.04 456.42 40.84

0 D2- Dam2 to Bix 816.49 1054.89 13.04 7.22 0.71 1.65 507.31 222.21 459.64 40.66

0 T1- Bixby south 815.46 1054.35 13.01 7.17 0.68 1.62 499.70 216.67 473.74 40.78

0 T1- Bixby south 814.42 1054.35 12.98 7.14 0.65 1.59 491.33 211.27 475.97 40.59

0 M1- Haikey Ck t 813.43 1040.03 12.71 7.26 0.65 1.58 498.04 206.95 475.66 41.87

0 M1- Haikey Ck t 812.49 1040.03 12.69 7.36 0.64 1.57 495.59 205.17 474.77 41.82

0 M1- Haikey Ck t 811.56 1040.03 12.67 7.45 0.63 1.56 493.18 203.42 473.81 41.77

0 M1- Haikey Ck t 810.63 1040.03 12.65 7.52 0.62 1.55 490.80 201.70 472.77 41.71

0 L1- Mid Dam1 Po 809.70 1040.03 12.63 7.53 0.61 1.54 488.27 200.03 471.65 41.64

0 L1- Mid Dam1 Po 808.77 1040.03 12.62 7.50 0.60 1.53 485.18 197.97 470.45 41.57

0 L1- Mid Dam1 Po 807.84 1040.03 12.60 7.46 0.59 1.52 482.07 195.64 469.19 41.50

0 L1- Mid Dam1 Po 806.91 1040.03 12.58 7.43 0.58 1.51 478.96 193.32 467.88 41.43

0 X1- Dam1 to Bro 806.16 1040.03 12.57 7.41 0.58 1.50 477.09 191.94 467.06 41.38

0 D1- BA WWTP 1/4 805.28 1037.55 12.50 7.37 0.57 1.49 474.75 190.98 465.52 41.11

0 BA- Downstream 804.17 1037.55 12.46 7.34 0.55 1.47 469.83 187.30 462.83 41.00

0 BA- Downstream 803.18 1037.55 12.43 7.31 0.54 1.46 465.08 183.79 460.17 40.89

0 BA- Downstream 802.19 1037.55 12.40 7.29 0.52 1.44 460.50 180.45 457.53 40.78

0 BA- Downstream 801.19 1037.55 12.37 7.29 0.51 1.43 456.08 177.28 454.92 40.68

0 BA- Downstream 800.20 1037.55 12.33 7.28 0.50 1.41 451.81 174.26 452.34 40.58

0 BF- Further d/s 799.20 1037.55 12.32 7.27 0.49 1.40 448.83 172.48 451.98 40.51

0 BF- Further d/s 798.21 1037.55 12.30 7.27 0.48 1.39 445.90 170.75 451.60 40.43

0 BF- Further d/s 797.22 1037.55 12.28 7.27 0.47 1.38 443.02 169.08 451.19 40.36

0 BF- Further d/s 796.22 1037.55 12.27 7.28 0.46 1.37 440.20 167.46 450.77 40.29

0 BF- Further d/s 795.23 1037.55 12.25 7.29 0.45 1.37 437.44 165.89 450.33 40.23

0 CO- Downstream 794.23 1037.55 12.23 7.31 0.45 1.36 434.72 164.38 449.87 40.16

0 CO- Downstream 793.24 1037.55 12.22 7.33 0.44 1.35 432.06 162.90 449.39 40.09

0 CO- Downstream 792.24 1037.55 12.20 7.35 0.43 1.34 429.46 161.48 448.90 40.03

0 CO- Downstream 791.24 1037.55 12.18 7.38 0.42 1.33 426.92 160.10 448.40 39.96

0 CO- Downstream 790.25 1037.55 12.16 7.40 0.42 1.32 424.42 158.76 447.89 39.90

0 CO- Downstream 789.25 1036.19 12.14 7.41 0.45 1.38 424.02 166.47 450.83 39.79

0 CO- Downstream 788.25 1036.19 12.12 7.43 0.44 1.38 421.60 165.02 450.42 39.72

0 CO- Downstream 787.25 1036.19 12.10 7.45 0.43 1.37 419.23 163.60 449.99 39.66

0 CO- Downstream 786.25 1036.19 12.09 7.46 0.42 1.36 416.90 162.22 449.53 39.61

0 CO- Downstream 785.25 1036.19 12.07 7.47 0.42 1.35 414.61 160.88 449.04 39.55

0 CO- Downstream 784.25 1036.19 12.05 7.47 0.41 1.34 412.36 159.57 448.50 39.49

0 CO- Downstream 783.25 1036.19 12.04 7.47 0.40 1.33 410.14 158.29 447.91 39.43

0 CO- Downstream 782.25 1036.19 12.02 7.47 0.40 1.32 407.94 157.04 447.26 39.38

0 CO- Downstream 781.25 1036.19 12.00 7.47 0.39 1.31 405.69 155.48 446.54 39.32

0 CO- Downstream 780.25 1036.19 11.99 7.46 0.38 1.30 402.88 153.63 445.75 39.24

0 Terminus 779.75 1036.19 11.99 7.46 0.38 1.30 402.88 153.63 445.75 39.24

Q2kBixbyWLA-Calibration-r18O

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Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Inorg P (ugP/L) Phyto (ug/L) INp (ugN/L) IPp (ugP/L) Detritus (mgD/L) Pathogen Alk Constituent i Constituent ii Constituent iii pH

Min Min Min Min Min Min Min Min Min Min Min

140.00 9.10 0.00 0.00 4.00 0.00 130.00 0.00 0.00 0.00 8.10

139.28 8.97 0.12 0.04 3.99 0.00 129.99 0.00 0.00 0.00 8.12

138.57 8.83 0.22 0.07 3.97 0.00 129.98 0.00 0.00 0.00 8.15

137.87 8.71 0.31 0.10 3.96 0.00 129.97 0.00 0.00 0.00 8.17

137.17 8.59 0.38 0.12 3.94 0.00 129.96 0.00 0.00 0.00 8.19

136.24 8.44 0.46 0.14 3.93 0.00 129.94 0.00 0.00 0.00 8.21

135.13 8.28 0.53 0.16 3.90 0.00 129.88 0.00 0.00 0.00 8.22

134.21 8.15 0.60 0.17 3.89 0.00 129.86 0.00 0.00 0.00 8.23

133.31 8.03 0.66 0.19 3.87 0.00 129.85 0.00 0.00 0.00 8.24

132.50 7.96 0.70 0.20 3.86 0.00 129.84 0.00 0.00 0.00 8.26

131.74 7.89 0.75 0.21 3.84 0.00 129.82 0.00 0.00 0.00 8.26

130.75 7.85 0.80 0.22 3.82 0.00 129.80 0.00 0.00 0.00 8.28

129.77 7.83 0.84 0.23 3.81 0.00 129.79 0.00 0.00 0.00 8.29

128.80 7.84 0.87 0.24 3.79 0.00 129.78 0.00 0.00 0.00 8.30

127.84 7.87 0.91 0.25 3.78 0.00 129.77 0.00 0.00 0.00 8.31

127.06 7.92 0.95 0.26 3.77 0.00 129.76 0.00 0.00 0.00 8.32

126.29 7.98 0.98 0.27 3.75 0.00 129.75 0.00 0.00 0.00 8.33

125.66 8.12 1.03 0.28 3.74 0.00 129.73 0.00 0.00 0.00 8.32

125.04 8.28 1.08 0.29 3.72 0.00 129.71 0.00 0.00 0.00 8.32

124.09 8.43 1.12 0.30 3.71 0.00 129.70 0.00 0.00 0.00 8.33

123.16 8.56 1.16 0.31 3.69 0.00 129.69 0.00 0.00 0.00 8.34

125.19 8.65 1.19 0.32 3.69 0.00 129.56 0.00 0.00 0.00 8.33

124.18 8.73 1.23 0.33 3.67 0.00 129.54 0.00 0.00 0.00 8.34

123.18 8.77 1.28 0.34 3.66 0.00 129.52 0.00 0.00 0.00 8.35

122.18 8.78 1.32 0.35 3.64 0.00 129.49 0.00 0.00 0.00 8.36

121.19 8.75 1.35 0.36 3.62 0.00 129.47 0.00 0.00 0.00 8.36

120.42 8.70 1.39 0.36 3.61 0.00 129.44 0.00 0.00 0.00 8.36

119.65 8.64 1.42 0.37 3.59 0.00 129.41 0.00 0.00 0.00 8.36

118.88 8.57 1.45 0.38 3.58 0.00 129.38 0.00 0.00 0.00 8.36

120.95 8.47 1.47 0.38 3.57 0.00 129.26 0.00 0.00 0.00 8.36

120.23 8.41 1.51 0.39 3.55 0.00 129.22 0.00 0.00 0.00 8.35

119.52 8.38 1.54 0.40 3.53 0.00 129.19 0.00 0.00 0.00 8.35

118.58 8.44 1.60 0.41 3.50 0.00 129.12 0.00 0.00 0.00 8.33

118.07 8.52 1.67 0.43 3.46 0.00 129.04 0.00 0.00 0.00 8.28

118.07 8.52 1.67 0.43 3.46 0.00 129.04 0.00 0.00 0.00 8.28

122.45 8.51 1.67 0.43 3.47 0.00 128.87 0.00 0.00 0.00 8.33

121.52 8.52 1.68 0.43 3.46 0.00 128.83 0.00 0.00 0.00 8.34

120.71 8.52 1.69 0.43 3.45 0.00 128.81 0.00 0.00 0.00 8.35

120.07 8.52 1.70 0.43 3.44 0.00 128.80 0.00 0.00 0.00 8.35

119.82 8.52 1.70 0.44 3.43 0.00 128.80 0.00 0.00 0.00 8.36

151.55 8.20 1.65 0.42 3.38 0.00 127.71 0.00 0.00 0.00 8.27

150.56 8.19 1.66 0.43 3.36 0.00 127.70 0.00 0.00 0.00 8.29

149.57 8.18 1.68 0.43 3.35 0.00 127.68 0.00 0.00 0.00 8.30

148.58 8.15 1.69 0.43 3.34 0.00 127.66 0.00 0.00 0.00 8.31

148.17 8.14 1.70 0.43 3.33 0.00 127.65 0.00 0.00 0.00 8.32

147.75 8.13 1.71 0.44 3.33 0.00 127.64 0.00 0.00 0.00 8.33

147.37 8.12 1.71 0.44 3.32 0.00 127.63 0.00 0.00 0.00 8.33

152.44 8.06 1.70 0.43 3.35 0.00 127.45 0.00 0.00 0.00 8.32

151.86 8.03 1.72 0.44 3.35 0.00 127.44 0.00 0.00 0.00 8.33

151.27 8.00 1.73 0.44 3.34 0.00 127.42 0.00 0.00 0.00 8.33

150.22 7.96 1.74 0.44 3.33 0.00 127.41 0.00 0.00 0.00 8.35

149.74 7.94 1.75 0.45 3.32 0.00 127.40 0.00 0.00 0.00 8.35

148.73 7.90 1.76 0.45 3.31 0.00 127.38 0.00 0.00 0.00 8.35

147.72 7.88 1.78 0.45 3.29 0.00 127.36 0.00 0.00 0.00 8.36

143.53 7.71 1.75 0.44 3.21 0.00 126.74 0.00 0.00 0.00 8.31

142.09 7.71 1.75 0.44 3.20 0.00 126.65 0.00 0.00 0.00 8.31

143.78 7.72 1.76 0.45 3.18 0.00 126.54 0.00 0.00 0.00 8.31

143.36 7.74 1.76 0.45 3.18 0.00 126.51 0.00 0.00 0.00 8.31

142.90 7.77 1.76 0.45 3.17 0.00 126.50 0.00 0.00 0.00 8.32

143.29 7.81 1.77 0.45 3.17 0.00 126.45 0.00 0.00 0.00 8.32

144.89 7.85 1.77 0.45 3.17 0.00 126.37 0.00 0.00 0.00 8.32

144.21 7.90 1.77 0.45 3.16 0.00 126.35 0.00 0.00 0.00 8.33

143.53 7.97 1.78 0.45 3.15 0.00 126.34 0.00 0.00 0.00 8.34

150.05 8.04 1.78 0.45 3.16 0.00 126.48 0.00 0.00 0.00 8.34

149.20 8.12 1.79 0.45 3.15 0.00 126.46 0.00 0.00 0.00 8.35

148.34 8.24 1.82 0.46 3.13 0.00 126.39 0.00 0.00 0.00 8.34

149.77 8.30 1.85 0.46 3.12 0.00 126.33 0.00 0.00 0.00 8.33

148.88 8.28 1.88 0.47 3.10 0.00 126.27 0.00 0.00 0.00 8.31

167.30 8.31 1.84 0.46 3.07 0.00 126.79 0.00 0.00 0.00 8.27

166.58 8.28 1.85 0.46 3.06 0.00 126.77 0.00 0.00 0.00 8.29

165.85 8.25 1.86 0.47 3.05 0.00 126.76 0.00 0.00 0.00 8.30

165.13 8.22 1.86 0.47 3.04 0.00 126.74 0.00 0.00 0.00 8.31

164.42 8.19 1.87 0.47 3.03 0.00 126.73 0.00 0.00 0.00 8.32

163.70 8.16 1.87 0.47 3.03 0.00 126.71 0.00 0.00 0.00 8.32

162.99 8.13 1.88 0.47 3.02 0.00 126.69 0.00 0.00 0.00 8.33

162.28 8.10 1.88 0.47 3.01 0.00 126.67 0.00 0.00 0.00 8.34

161.85 8.09 1.88 0.47 3.01 0.00 126.66 0.00 0.00 0.00 8.34

170.96 8.07 1.88 0.47 2.99 0.00 126.78 0.00 0.00 0.00 8.34

169.63 8.04 1.89 0.47 2.98 0.00 126.75 0.00 0.00 0.00 8.35

168.30 8.02 1.90 0.47 2.97 0.00 126.72 0.00 0.00 0.00 8.36

166.98 8.02 1.90 0.48 2.95 0.00 126.69 0.00 0.00 0.00 8.36

165.67 8.04 1.91 0.48 2.94 0.00 126.66 0.00 0.00 0.00 8.37

164.38 8.07 1.92 0.48 2.93 0.00 126.64 0.00 0.00 0.00 8.37

163.72 8.10 1.93 0.48 2.92 0.00 126.62 0.00 0.00 0.00 8.38

163.07 8.15 1.93 0.48 2.91 0.00 126.60 0.00 0.00 0.00 8.38

162.41 8.20 1.94 0.48 2.90 0.00 126.59 0.00 0.00 0.00 8.38

161.77 8.26 1.95 0.49 2.90 0.00 126.57 0.00 0.00 0.00 8.38

161.13 8.33 1.96 0.49 2.89 0.00 126.55 0.00 0.00 0.00 8.38

160.49 8.39 1.96 0.49 2.88 0.00 126.54 0.00 0.00 0.00 8.38

159.86 8.46 1.97 0.49 2.87 0.00 126.52 0.00 0.00 0.00 8.38

159.23 8.52 1.98 0.49 2.87 0.00 126.50 0.00 0.00 0.00 8.39

158.61 8.58 1.99 0.50 2.86 0.00 126.49 0.00 0.00 0.00 8.39

157.99 8.63 2.00 0.50 2.85 0.00 126.48 0.00 0.00 0.00 8.39

158.47 8.65 2.01 0.50 2.85 0.00 126.43 0.00 0.00 0.00 8.39

157.86 8.68 2.01 0.50 2.84 0.00 126.41 0.00 0.00 0.00 8.39

157.24 8.69 2.02 0.50 2.83 0.00 126.40 0.00 0.00 0.00 8.39

156.63 8.69 2.03 0.51 2.83 0.00 126.38 0.00 0.00 0.00 8.39

156.02 8.68 2.04 0.51 2.82 0.00 126.37 0.00 0.00 0.00 8.39

155.41 8.66 2.04 0.51 2.81 0.00 126.36 0.00 0.00 0.00 8.40

154.81 8.64 2.05 0.51 2.81 0.00 126.34 0.00 0.00 0.00 8.40

154.20 8.61 2.05 0.51 2.80 0.00 126.33 0.00 0.00 0.00 8.40

153.59 8.58 2.06 0.51 2.79 0.00 126.32 0.00 0.00 0.00 8.40

152.98 8.55 2.06 0.51 2.78 0.00 126.30 0.00 0.00 0.00 8.40

152.98 8.55 2.06 0.51 2.78 0.00 126.30 0.00 0.00 0.00 8.40

Q2kBixbyWLA-Calibration-r18O

Page 305: Bixby Public Works Authority Wasteload Alloca on and ... of Bixby WLA-Q2k-Report_with... · QUAL2K has enhanced eutrophication kinetics making it well suited to modeling dissolved

Reach Distance

Label x(km)

Mainstem headwa 867.43

Mainstem headwa 867.03

Mainstem headwa 866.23

Mainstem headwa 865.42

Mainstem headwa 864.62

M8- Middle of D 863.81

M8- Middle of D 863.01

M8- Middle of D 862.20

M8- Middle of D 861.40

L8- Lower Dam-8 860.68

D8- Dam #8 to d 859.87

T7- Top of Dam- 858.99

T7- Top of Dam- 858.18

T7- Top of Dam- 857.38

T7- Top of Dam- 856.57

M7- Middle of D 855.77

M7- Middle of D 854.96

L7- Lower Dam-7 854.20

L7- Lower Dam-7 853.47

D7- Dam #7 to S 852.67

D7- Dam #7 to S 851.78

SS- S-Springs M 850.86

SS- S-Springs M 849.89

SS- S-Springs M 848.93

SS- S-Springs M 847.96

SS- S-Springs M 847.00

CH- Channel u/s 846.11

CH- Channel u/s 845.31

CH- Channel u/s 844.50

CH- Channel u/s 843.70

SR- Sun Refiner 842.89

SR- Sun Refiner 842.09

MZ- Middle of Z 841.20

LZ- Lower Zink 840.40

ZD-Zinc Dam 840.07

ZD- Zink Dam an 839.83

T6- Top of Dam- 839.19

T6- Top of Dam- 838.39

M6- Middle of D 837.58

L6- Lower Dam-6 837.02

D6- Dam #6 and 836.45

D6- Dam #6 and 835.65

D6- Dam #6 and 834.85

D6- Dam #6 and 834.04

M5- Middle of D 833.32

M5- Middle of D 832.67

L5- Lower Dam-5 832.11

D5- Dam #5 and 831.71

T4- Top of Dam- 831.06

T4- Top of Dam- 830.10

M4- Middle of D 829.13

L4- Lower Dam-4 828.41

D4- Dam #4 and 827.74

D4- Dam #4 and 826.88

D4- Dam #4 and 826.02

M3- Middle of D 825.15

M3- Middle of D 824.26

L3- Lower Dam-3 823.58

D3- Dam #3 and 823.02

US - Top Dam2 p 822.25

US - Top Dam2 p 821.37

US - Top Dam2 p 820.48

US - Top Dam2 p 819.60

R1- Bixby N to 818.61

L2- Mid pool to 817.53

D2- Dam2 to Bix 816.49

T1- Bixby south 815.46

T1- Bixby south 814.42

M1- Haikey Ck t 813.43

M1- Haikey Ck t 812.49

M1- Haikey Ck t 811.56

M1- Haikey Ck t 810.63

L1- Mid Dam1 Po 809.70

L1- Mid Dam1 Po 808.77

L1- Mid Dam1 Po 807.84

L1- Mid Dam1 Po 806.91

X1- Dam1 to Bro 806.16

D1- BA WWTP 1/4 805.28

BA- Downstream 804.17

BA- Downstream 803.18

BA- Downstream 802.19

BA- Downstream 801.19

BA- Downstream 800.20

BF- Further d/s 799.20

BF- Further d/s 798.21

BF- Further d/s 797.22

BF- Further d/s 796.22

BF- Further d/s 795.23

CO- Downstream 794.23

CO- Downstream 793.24

CO- Downstream 792.24

CO- Downstream 791.24

CO- Downstream 790.25

CO- Downstream 789.25

CO- Downstream 788.25

CO- Downstream 787.25

CO- Downstream 786.25

CO- Downstream 785.25

CO- Downstream 784.25

CO- Downstream 783.25

CO- Downstream 782.25

CO- Downstream 781.25

CO- Downstream 780.25

Terminus 779.75

Bot Algae QNb QPb TOC TN TP TKN TSS CBODu NH3

Min Min Min Min Min Min Min Min Min Min

0.00 0.00 0.00 3.45 1280.00 190.00 780.00 20.91 9.28 9.48

0.00 NaN NaN 3.42 1271.12 189.24 776.06 20.86 9.21 9.81

0.00 NaN NaN 3.39 1261.83 188.49 771.89 20.80 9.13 10.09

0.00 NaN NaN 3.37 1252.21 187.73 767.52 20.75 9.05 10.33

0.00 NaN NaN 3.34 1242.38 186.98 763.00 20.69 8.98 10.54

0.00 NaN NaN 3.30 1229.11 185.98 757.11 20.62 8.88 10.73

0.00 NaN NaN 3.31 1231.66 184.72 763.06 20.53 8.89 11.53

0.00 NaN NaN 3.27 1218.50 183.73 756.77 20.46 8.80 11.67

0.00 NaN NaN 3.24 1205.70 182.75 750.59 20.39 8.71 11.81

0.00 NaN NaN 3.22 1194.55 181.90 746.19 20.34 8.65 12.10

0.00 NaN NaN 3.18 1184.11 181.05 740.10 20.29 8.56 12.14

0.00 NaN NaN 3.16 1171.08 179.99 734.85 20.23 8.50 12.50

0.00 NaN NaN 3.13 1158.50 178.95 729.73 20.17 8.43 12.82

0.00 NaN NaN 3.11 1146.32 177.91 724.72 20.12 8.37 13.12

0.00 NaN NaN 3.09 1134.51 176.88 719.81 20.07 8.32 13.40

0.00 NaN NaN 3.08 1125.00 176.03 715.62 20.03 8.27 13.62

0.00 NaN NaN 3.06 1115.70 175.19 711.49 19.99 8.23 13.84

0.00 NaN NaN 3.04 1107.86 174.44 706.03 19.96 8.17 13.84

0.00 NaN NaN 3.02 1100.18 173.70 700.60 19.93 8.12 13.89

0.00 NaN NaN 3.00 1089.22 172.66 695.81 19.89 8.08 14.25

0.00 NaN NaN 2.99 1078.61 171.63 691.13 19.84 8.04 14.51

0.00 NaN NaN 3.02 1153.99 173.38 762.17 19.78 8.14 21.44

0.00 NaN NaN 3.01 1142.27 172.26 754.96 19.73 8.08 21.54

0.00 NaN NaN 2.99 1130.88 171.14 747.31 19.68 8.03 21.56

0.00 NaN NaN 2.96 1119.77 170.03 739.70 19.62 7.97 21.53

0.00 NaN NaN 2.94 1108.90 168.94 732.27 19.56 7.91 21.44

0.00 NaN NaN 2.92 1098.55 168.06 725.41 19.50 7.85 21.17

0.00 NaN NaN 2.89 1086.79 167.19 717.24 19.45 7.78 20.91

0.00 NaN NaN 2.87 1075.37 166.32 709.24 19.39 7.71 20.65

0.00 NaN NaN 2.85 1078.50 168.15 707.36 19.30 7.66 20.18

0.00 NaN NaN 2.82 1068.34 167.31 698.21 19.24 7.57 19.76

0.00 NaN NaN 2.79 1058.52 166.47 689.48 19.19 7.50 19.40

0.00 NaN NaN 2.73 1045.65 165.25 673.65 19.11 7.36 18.56

0.00 NaN NaN 2.67 1037.01 164.34 655.63 19.04 7.18 17.23

0.00 NaN NaN 2.67 1036.98 164.34 655.57 19.04 7.18 17.22

0.00 NaN NaN 2.68 1058.61 168.42 667.22 18.98 7.20 19.35

0.00 NaN NaN 2.68 1053.74 167.36 664.97 18.93 7.20 19.47

0.00 NaN NaN 2.66 1044.27 166.47 660.43 18.88 7.16 19.50

0.00 NaN NaN 2.65 1036.21 165.76 656.66 18.85 7.13 19.47

0.00 NaN NaN 2.65 1032.34 165.50 655.20 18.83 7.12 19.46

0.00 NaN NaN 2.63 1168.94 195.45 703.76 18.26 7.08 15.76

0.00 NaN NaN 2.61 1154.37 194.38 698.09 18.21 7.03 15.98

0.00 NaN NaN 2.60 1140.03 193.32 691.49 18.17 6.99 16.14

0.00 NaN NaN 2.58 1126.04 192.26 685.00 18.12 6.94 16.23

0.00 NaN NaN 2.57 1120.13 191.81 682.10 18.10 6.91 16.30

0.00 NaN NaN 2.56 1114.31 191.37 679.22 18.08 6.88 16.35

0.00 NaN NaN 2.55 1109.05 190.96 676.95 18.06 6.87 16.44

0.00 NaN NaN 2.58 1133.21 195.75 687.07 18.05 6.94 16.19

0.00 NaN NaN 2.57 1125.37 195.11 682.44 18.02 6.91 16.18

0.00 NaN NaN 2.55 1117.74 194.48 677.93 17.99 6.87 16.18

0.00 NaN NaN 2.54 1104.62 193.38 672.90 17.95 6.83 16.46

0.00 NaN NaN 2.53 1098.72 192.86 669.46 17.92 6.80 16.39

0.00 NaN NaN 2.51 1086.76 191.78 663.63 17.87 6.76 16.41

0.00 NaN NaN 2.49 1075.29 190.70 658.02 17.83 6.71 16.44

0.00 NaN NaN 2.56 1190.55 185.51 722.76 17.40 6.89 18.14

0.00 NaN NaN 2.55 1190.45 183.88 722.43 17.32 6.85 18.38

0.00 NaN NaN 2.53 1193.54 185.35 723.83 17.24 6.82 18.66

0.00 NaN NaN 2.53 1189.14 184.87 721.38 17.22 6.80 18.73

0.00 NaN NaN 2.52 1183.38 184.37 717.84 17.20 6.78 18.84

0.00 NaN NaN 2.52 1183.08 184.65 718.29 17.17 6.77 19.27

0.00 NaN NaN 2.51 1186.05 186.08 718.44 17.14 6.77 19.28

0.00 NaN NaN 2.51 1177.95 185.33 714.19 17.12 6.74 19.50

0.00 NaN NaN 2.50 1170.00 184.59 710.01 17.10 6.72 19.67

0.00 NaN NaN 2.50 1211.77 191.66 751.23 17.07 6.72 24.14

0.00 NaN NaN 2.49 1202.15 190.72 745.22 17.04 6.69 24.23

0.00 NaN NaN 2.46 1191.94 189.64 731.34 17.00 6.62 23.39

0.00 NaN NaN 2.44 1193.47 191.14 718.22 16.96 6.55 22.55

0.00 NaN NaN 2.40 1182.45 190.01 704.48 16.90 6.46 21.78

0.00 NaN NaN 2.39 1184.67 209.70 706.83 16.61 6.42 19.53

0.00 NaN NaN 2.38 1179.73 208.91 702.61 16.58 6.39 19.81

0.00 NaN NaN 2.36 1174.56 208.13 698.45 16.55 6.36 20.02

0.00 NaN NaN 2.35 1168.72 207.35 694.37 16.52 6.33 20.17

0.00 NaN NaN 2.34 1162.32 206.58 690.16 16.49 6.30 20.30

0.00 NaN NaN 2.33 1155.66 205.81 685.03 16.46 6.27 20.38

0.00 NaN NaN 2.32 1148.90 205.04 679.58 16.43 6.23 20.42

0.00 NaN NaN 2.31 1142.13 204.27 674.16 16.40 6.20 20.43

0.00 NaN NaN 2.30 1138.04 203.81 670.91 16.38 6.18 20.42

0.00 NaN NaN 2.28 1133.19 212.68 667.62 16.30 6.14 20.27

0.00 NaN NaN 2.26 1121.91 211.26 659.02 16.25 6.09 20.07

0.00 NaN NaN 2.25 1111.02 209.85 650.77 16.20 6.05 19.86

0.00 NaN NaN 2.23 1100.51 208.45 642.86 16.15 6.00 19.65

0.00 NaN NaN 2.22 1090.35 207.06 635.27 16.11 5.96 19.46

0.00 NaN NaN 2.20 1080.54 205.68 627.99 16.07 5.93 19.29

0.00 NaN NaN 2.19 1075.50 204.96 623.24 16.05 5.90 19.16

0.00 NaN NaN 2.19 1070.56 204.24 618.59 16.03 5.88 19.06

0.00 NaN NaN 2.18 1065.71 203.53 614.04 16.01 5.86 18.98

0.00 NaN NaN 2.17 1060.94 202.82 609.61 15.99 5.84 18.92

0.00 NaN NaN 2.16 1056.25 202.11 605.29 15.97 5.82 18.87

0.00 NaN NaN 2.16 1051.64 201.40 601.06 15.95 5.81 18.84

0.00 NaN NaN 2.15 1047.12 200.70 596.94 15.94 5.79 18.81

0.00 NaN NaN 2.15 1042.67 200.00 592.92 15.92 5.77 18.78

0.00 NaN NaN 2.14 1038.30 199.30 589.01 15.90 5.75 18.75

0.00 NaN NaN 2.13 1034.01 198.61 585.18 15.88 5.73 18.72

0.00 NaN NaN 2.17 1044.32 198.96 592.50 15.85 5.83 19.59

0.00 NaN NaN 2.16 1040.09 198.26 588.63 15.83 5.80 19.52

0.00 NaN NaN 2.15 1035.92 197.57 584.84 15.81 5.78 19.44

0.00 NaN NaN 2.14 1031.81 196.88 581.14 15.78 5.76 19.34

0.00 NaN NaN 2.13 1027.76 196.20 577.52 15.76 5.73 19.23

0.00 NaN NaN 2.12 1023.72 195.52 573.97 15.73 5.71 19.10

0.00 NaN NaN 2.11 1019.62 194.83 570.48 15.71 5.68 18.95

0.00 NaN NaN 2.10 1015.24 194.16 567.03 15.68 5.66 18.80

0.00 NaN NaN 2.09 1010.08 193.48 563.23 15.65 5.63 18.64

0.00 NaN NaN 2.08 1004.45 192.81 558.58 15.63 5.60 18.47

0.00 NaN NaN 2.08 1004.45 192.81 558.58 15.63 5.60 18.47

Q2kBixbyWLA-Calibration-r18O