dexter wilson engineering, inc
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DEXTER WILSON ENGINEERING, INC.
WATER ● WASTEWATER ● RECYCLED WATER
CONSULTING ENGINEERS
2234 FARADAY AVENUE ● CARLSBAD, CA ● (760) 438-4422
WATER SYSTEM ANALYSIS
FOR THE OCEAN KAMP PROJECT
IN THE
CITY OF OCEANSIDE
March 13, 2020
CAMP
PENDELTON
CITY OF
OCEANSIDE
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City of Oceanside - Water, Sewer, and Recycled Water Design & Construction Manual
2-1 Approved 08/01/17
SECTION 2 – POTABLE WATER SYSTEMS DESIGN GUIDELINES
2.1 GENERAL
A. All water works construction shall conform to the most recent edition of the City of
Oceanside’s Water, Sewer, and Recycled Water Design & Construction Manual.
B. If a conflict arises between the requirements in this manual, the order of precedence shall take place:
a. Sections 1-4, Required Notes, & Appendix
b. Standard Drawings
c. Standard Specifications
C. If the standard that is sought does not appear in this manual, then the following standards shall be utilized in the order listed:
1. State Water Resources Control Board – Division of Drinking Water
2. American Water Works Association (AWWA) Standards
3. San Diego County Regional Standard Drawings
4. Standard Specifications for Public Works Construction (SSPWC or
“Greenbook”), latest Edition.
Exceptions to this and all other guidelines appearing in this manual may be allowed only upon the written approval of the Water Utilities Director.
B. All fire hydrants, blow offs, detector checks, air/vacuum assemblies, water sampling
stations, reduced pressure principle backflow (R.P.) devices, and meter services will be located out of driveways, sidewalks, walkways, and/or any concrete structures. All references to Section 3.15 of the Engineer’s Design and Processing Manual must also be adhered to.
C. PVC per AWWA C-900 and C-905. D. Transmission line construction materials shall be as determined by the Water Utilities
Director. For steel and ductile iron pipe, lay drawings must be submitted and approved before ordering materials.
E. Pressure systems in excess of 200 psi may require specialized design and materials.
F. The construction of all water systems for fire protection, from the main line to the
double check valve shall be governed by this section. The City of Oceanside Fire Department shall review and approve the underground fire systems from the double check valve to the building.
G. Telemetry and Control equipment is required for:
1. Water Pump Stations
City of Oceanside - Water, Sewer, and Recycled Water Design & Construction Manual
2-2 Approved 08/01/17
2. Pressure Regulating Stations
3. Pressure Relief Stations
4. Reservoirs
5. Wells
H. Demands:
1. Average daily water demands shall be: LAND USE CATEGORY GALLONS PER
DAY/PER ACRE Single Family Res. (1-2 DU/ac) 1,200 Single Family Res. (2-4 DU/ac) 2,100 Single Family Res. (4-8 DU/ac) 2,400 Single Family Res. (8-12 DU/ac) 2,500 Single Family Res. (12-15 DU/ac) 2,800 Single Family Res. (15-20 DU/ac) 3,200 Single Family Res. (20-30 DU/ac) 4,100
Agricultural Acres 1,750 Industrial Acres 2,000 Open Space Acres 1,300 Commercial Acres 1,850 Institutional Acres 1,675
DU – Dwelling Unit
2. Peak Factors:
a. Average Daily Demand ADD = 1.00 b. Maximum Daily Demand MDD = 2.0*ADD c. Peak Hourly Demand PHD = 3.0*ADD
2.2 FIRE FLOWS
The City of Oceanside currently utilizes the latest edition California Fire Code (CFC) requirements for determining fire flow requirements for buildings. The latest edition CFC incorporates many factors in determining fire flows, such as building construction type, building square footage, and fire protection systems. Several factors are combined to determine the minimum required fire flow requirements. Although General Guidelines contained in Table 2.1 represent typical fire flows for various land use categories, minimum fire flow calculations are governed by the latest edition CFC, Section 507, for each specific building type and construction.
The typical fire flow for the different land use categories are shown in the following Table. All fire flows are measured with a 20-PSI Residual Pressure.
City of Oceanside - Water, Sewer, and Recycled Water Design & Construction Manual
2-3 Approved 08/01/17
TABLE 2.1: General Fire Flow Guidelines
Land Use Classifications
Design Fire Flow (GPM)
Duration (HOURS)
Residual Pressure
(PSI)Residential - Single Family 1500 2 20 Residential - Multi-Family 3000 2 20 Commercial 4000 4 20 Industrial 4000 4 20 Governmental - Institutional 4000 4 20
All new developments that are required to have a fire suppression system shall have the system approved by the Fire Marshall. Sprinkler calculations shall be provided to the Fire Department for review and to verify the fire service connection and backflow assembly is properly sized.
2.3 PRESSURES
A. Minimum residual pressure shall be 20 PSI at design fire flow plus maximum day
domestic demand.
B. Minimum residual pressure shall be 35 PSI at peak hour domestic demand.
C. Minimum residual pressure shall be 45 PSI at peak day.
D. When static pressures exceed 80 PSI at property line, pressure-reducing valves will be required at the building. The pressure regulator shall be Class 150 or greater.
E. All new single-family residential water service in each pressure zone shall be
provided with a minimum static pressure of 50 PSI at the water meter.
2.4 MAINS
A. Minimum diameter shall be 8 inches. B. All mains not meeting the minimum main diameter and material requirements shall
be replaced to meet current design standards. This is applicable for all new commercial, industrial, institutional, and residential developments of four (4) units or more. Where the full replacement length along the frontage property is deemed in excess of the overall project cost, the developer may pay an in-lieu fee upon the approval of the Water Utilities Director.
C. All lines are to be looped.
D. Minimum depth of cover required:
1. 36 inches for 12-inch mains and smaller.
2. Mains over 12 inches require special design. E. Design shall be based on maximum day requirements plus fire flow. Maximum
velocity shall be 7.5 FPS not including fire flow.
City of Oceanside - Water, Sewer, and Recycled Water Design & Construction Manual
2-4 Approved 08/01/17
F. For fire flow conditions, velocities shall not exceed 15 FPS for less than 12-inch
existing mains, and velocities shall not exceed 10 FPS for 12-inch existing mains and above. For new mains, velocities shall not exceed 10 FPS with the fire flow demand flowing through one hydrant.
G. Thrust blocks shall be installed in accordance with Standard Drawing W-27. When
water pressures exceed 200 PSI and/or soil-bearing pressures are less than 2000 PSF a special design shall be required by a Registered Civil/Structural Engineer.
H. All mains shall be shown in profile on the improvement plans. I. All water mains not located within the Public right-of-way shall be provided with a
minimum 20-foot wide water easement. In some cases, a wider easement may be required, as determined by the Water Utilities Director.
J. Where water and sewer mains are located within the same easement, the minimum
easement size shall be 30 feet wide.
K. Easements shall be easily accessible to City maintenance equipment. Access shall be unobstructed with all-weather driveways and capable of withstanding a 40 ton load.
L. No trees, plantings, fences, structures, or building overhang shall be located within
City easements. M. Homeowners who purchase property containing a City easement will be responsible
for the maintenance of that easement property.
N. No building foundations will be allowed within 10 feet of the outside edge of a City easement.
O. The shortest pipe length shall be no less than 6 linear feet.
2.5 VALVES
A. Maximum valve spacing:
1. 500 feet in residential areas and high-point areas.
2. 1,000 feet on arteries and secondary feeders, supply lines and combination arteries and supply lines.
B. Valve locations: as required by the Water Utilities Director. C. Butterfly Valves shall conform to the “Standard for Rubber Seated Butterfly Valves”,
per AWWA C-504, as last revised and shall be tested and certified with the valve actuator installed on the valve.
D. Gate Valves sizes 3 inches through 12 inches shall conform to the “Standard for
Resilient Wedge Gate Valves for Water and Sewerage Systems”, per AWWA C-509, and C-550 for Interior Epoxy coating, and C-110 for Ductile Iron 250 PSI, latest revision. Gate valves shall be as described in Section 2.12.
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Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 1 of 30
Appendix C
* * * * * * * * * * * * K Y P I P E * * * * * * * * * * * *
* *
* Pipe Network Modeling Software *
* *
* CopyRighted by KYPIPE LLC (www.kypipe.com) *
* Version: 9.023 06/04/2018 *
* Company: Dexter Serial #: 592169 *
* Interface: Classic *
* Licensed for Pipe2018 *
* *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Thu Mar 12 16:31:57 2020
Master File : \\ARTIC\Eng\921003\KYPipe\2020-03-05\921003a1.KYP\921003a1.P2K
************************************************
S U M M A R Y O F O R I G I N A L D A T A
************************************************
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR
N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF.
-------------------------------------------------------------------------------
2 R1 1 4800.00 30.00 120.0000 1.75
4 1 3 820.00 18.00 120.0000 0.30
6 3 5 195.00 12.00 120.0000 0.30
8 5 7 385.00 12.00 120.0000 0.65
10 7 9 200.00 12.00 120.0000 3.47
12 9 11 200.00 12.00 120.0000 2.72
14 11 13 335.00 12.00 120.0000 5.32
16 13 15 135.00 12.00 120.0000 2.72
18 15 17 465.00 12.00 120.0000 3.47
20 17 19 330.00 12.00 120.0000 2.72
22 19 21 330.00 12.00 120.0000 1.10
24 23 7 152.00 12.00 120.0000 0.00
26 25 23 10.00 12.00 120.0000 0.30
28 27 25 248.00 12.00 120.0000 0.30
30 21 27 129.00 12.00 120.0000 0.65
32 25 I-BP1 20.00 10.00 120.0000 4.09
34 O-BP1 29 545.00 10.00 120.0000 3.12
36 29 31 75.00 8.00 120.0000 0.00
38 29 33 255.00 10.00 120.0000 1.05
40 33 35 145.00 8.00 120.0000 2.42
42 33 37 585.00 10.00 120.0000 3.07
44 37 39 56.00 8.00 120.0000 2.42
46 37 41 510.00 10.00 120.0000 3.42
48 41 43 300.00 10.00 120.0000 3.82
50 43 45 167.00 10.00 120.0000 2.72
52 45 47 583.00 10.00 120.0000 3.82
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 2 of 30
Appendix C
54 47 O-BP2 100.00 10.00 120.0000 3.17
56 I-BP2 49 20.00 10.00 120.0000 0.00
58 49 51 500.00 12.00 120.0000 0.30
60 51 53 342.00 12.00 120.0000 3.07
62 55 53 342.00 12.00 120.0000 3.07
64 55 57 350.00 12.00 120.0000 0.30
66 57 59 165.00 8.00 120.0000 3.17
68 57 61 160.00 12.00 120.0000 0.65
70 61 21 155.00 12.00 120.0000 0.30
72 49 63 540.00 12.00 120.0000 1.05
74 63 65 1780.00 12.00 120.0000 0.60
76 65 67 200.00 12.00 120.0000 3.17
78 67 69 293.00 12.00 120.0000 2.72
80 69 71 585.00 12.00 120.0000 3.07
82 71 73 780.00 12.00 120.0000 4.97
84 73 75 527.00 8.00 120.0000 3.07
86 75 77 527.00 8.00 120.0000 2.72
88 77 79 527.00 8.00 120.0000 2.72
90 65 79 520.00 12.00 120.0000 0.30
92 79 81 2600.00 12.00 120.0000 2.50
94 81 R2 3800.00 24.00 120.0000 0.30
P U M P/L O S S E L E M E N T D A T A
THERE IS A DEVICE AT NODE BP1 DESCRIBED BY THE FOLLOWING DATA: (ID= 2)
HEAD FLOWRATE EFFICIENCY
(ft) (gpm) (%)
-12.69 0.00 75.00 (Default)
-15.00 3000.00 75.00 (Default)
-32.31 4500.00 75.00 (Default)
THERE IS A DEVICE AT NODE BP2 ...............................> (ID= 2)
N O D E D A T A
NODE NODE EXTERNAL JUNCTION EXTERNAL
NAME TITLE DEMAND ELEVATION GRADE
(gpm) (ft) (ft)
--------------------------------------------------------------
1 0.00 43.00
3 0.00 45.00
5 0.00 43.50
7 0.00 44.00
9 19.50 45.00
11 0.00 45.00
13 19.50 45.00
15 0.00 45.00
17 19.50 45.00
19 0.00 45.00
21 0.00 46.00
23 0.00 46.00
25 6.60 46.00
27 25.00 49.00
29 0.00 43.50
31 0.00 43.50
33 0.00 43.50
35 0.00 43.50
37 0.00 41.50
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 3 of 30
Appendix C
39 0.00 41.50
41 0.00 40.00
43 0.00 40.00
45 0.00 40.00
47 0.00 41.00
49 6.60 41.00
51 0.00 47.00
53 10.00 48.00
55 0.00 48.00
57 0.00 48.00
59 0.00 48.00
61 0.00 47.00
63 0.00 38.00
65 0.00 42.00
67 13.00 46.00
69 13.00 50.00
71 13.00 44.00
73 0.00 40.00
75 3.25 33.00
77 3.25 37.00
79 0.00 43.00
81 0.00 56.00
I-BP1 0.00 46.00
I-BP2 0.00 41.00
R1 ---- 290.00 305.00
R2 ---- 290.00 305.00
O-BP1 0.00 46.00
O-BP2 0.00 41.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
MAXIMUM AND MINIMUM PRESSURES = 5
MAXIMUM AND MINIMUM VELOCITIES = 5
MAXIMUM AND MINIMUM HEAD LOSS/1000 = 5
S Y S T E M C O N F I G U R A T I O N
NUMBER OF PIPES ...................(P) = 47
NUMBER OF END NODES ...............(J) = 43
NUMBER OF PRIMARY LOOPS ...........(L) = 3
NUMBER OF SUPPLY NODES ............(F) = 2
NUMBER OF SUPPLY ZONES ............(Z) = 1
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 4 of 30
Appendix C
CASE 1: AVERAGE DAY DEMANDS
RESULTS OBTAINED AFTER 20 TRIALS: ACCURACY = 0.11793E-06
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 100.51 0.00 0.00 0.05 0.00 0.00
4 1 3 100.51 0.00 0.00 0.13 0.01 0.01
6 3 5 100.51 0.01 0.00 0.29 0.04 0.04
8 5 7 100.51 0.02 0.00 0.29 0.04 0.04
10 7 9 46.52 0.00 0.00 0.13 0.01 0.01
12 9 11 27.02 0.00 0.00 0.08 0.00 0.00
14 11 13 27.02 0.00 0.00 0.08 0.01 0.00
16 13 15 7.52 0.00 0.00 0.02 0.00 0.00
18 15 17 7.52 0.00 0.00 0.02 0.00 0.00
20 17 19 -11.98 0.00 0.00 0.03 0.00 0.00
22 19 21 -11.98 0.00 0.00 0.03 0.00 0.00
24 23 7 -53.99 0.00 0.00 0.15 0.01 0.01
26 25 23 -53.99 0.00 0.00 0.15 0.02 0.01
28 27 25 -47.39 0.00 0.00 0.13 0.01 0.01
30 21 27 -22.39 0.00 0.00 0.06 0.00 0.00
32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00
34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 0.00 0.00 0.00 0.00 0.00 0.00
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 0.00 0.00 0.00 0.00 0.00 0.00
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 0.00 0.00 0.00 0.00 0.00 0.00
48 41 43 0.00 0.00 0.00 0.00 0.00 0.00
50 43 45 0.00 0.00 0.00 0.00 0.00 0.00
52 45 47 0.00 0.00 0.00 0.00 0.00 0.00
54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00
56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00
58 49 51 -0.41 0.00 0.00 0.00 0.00 0.00
60 51 53 -0.41 0.00 0.00 0.00 0.00 0.00
62 55 53 10.41 0.00 0.00 0.03 0.00 0.00
64 55 57 -10.41 0.00 0.00 0.03 0.00 0.00
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 -10.41 0.00 0.00 0.03 0.00 0.00
70 61 21 -10.41 0.00 0.00 0.03 0.00 0.00
72 49 63 -6.19 0.00 0.00 0.02 0.00 0.00
74 63 65 -6.19 0.00 0.00 0.02 0.00 0.00
76 65 67 33.30 0.00 0.00 0.09 0.01 0.01
78 67 69 20.30 0.00 0.00 0.06 0.00 0.00
80 69 71 7.30 0.00 0.00 0.02 0.00 0.00
82 71 73 -5.70 0.00 0.00 0.02 0.00 0.00
84 73 75 -5.70 0.00 0.00 0.04 0.00 0.00
86 75 77 -8.95 0.00 0.00 0.06 0.00 0.00
88 77 79 -12.20 0.00 0.00 0.08 0.01 0.01
90 65 79 -39.49 0.00 0.00 0.11 0.01 0.01
92 79 81 -51.69 0.03 0.00 0.15 0.01 0.01
94 81 R2 -51.69 0.00 0.00 0.04 0.00 0.00
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 5 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
----------------------------------------------------------------------------------------
BP1 0.00 258.97 246.27 -12.7 75.00 0. 0.0 0.0 292.2
BP2 0.00 263.96 251.27 0.0 75.00 0. 0.0 0.0 297.2
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 305.00 43.00 262.00 113.53
3 0.00 304.99 45.00 259.99 112.66
5 0.00 304.98 43.50 261.48 113.31
7 0.00 304.97 44.00 260.97 113.09
9 19.50 304.96 45.00 259.96 112.65
11 0.00 304.96 45.00 259.96 112.65
13 19.50 304.96 45.00 259.96 112.65
15 0.00 304.96 45.00 259.96 112.65
17 19.50 304.96 45.00 259.96 112.65
19 0.00 304.96 45.00 259.96 112.65
21 0.00 304.96 46.00 258.96 112.22
23 0.00 304.97 46.00 258.97 112.22
25 6.60 304.97 46.00 258.97 112.22
27 25.00 304.96 49.00 255.96 110.92
29 0.00 292.27 43.50 248.77 107.80
31 0.00 292.27 43.50 248.77 107.80
33 0.00 292.27 43.50 248.77 107.80
35 0.00 292.27 43.50 248.77 107.80
37 0.00 292.27 41.50 250.77 108.67
39 0.00 292.27 41.50 250.77 108.67
41 0.00 292.27 40.00 252.27 109.32
43 0.00 292.27 40.00 252.27 109.32
45 0.00 292.27 40.00 252.27 109.32
47 0.00 292.27 41.00 251.27 108.88
49 6.60 304.96 41.00 263.96 114.38
51 0.00 304.96 47.00 257.96 111.78
53 10.00 304.96 48.00 256.96 111.35
55 0.00 304.96 48.00 256.96 111.35
57 0.00 304.96 48.00 256.96 111.35
59 0.00 304.96 48.00 256.96 111.35
61 0.00 304.96 47.00 257.96 111.78
63 0.00 304.96 38.00 266.96 115.68
65 0.00 304.96 42.00 262.96 113.95
67 13.00 304.96 46.00 258.96 112.22
69 13.00 304.96 50.00 254.96 110.48
71 13.00 304.96 44.00 260.96 113.08
73 0.00 304.96 40.00 264.96 114.82
75 3.25 304.96 33.00 271.96 117.85
77 3.25 304.96 37.00 267.96 116.12
79 0.00 304.97 43.00 261.97 113.52
81 0.00 305.00 56.00 249.00 107.90
I-BP1 0.00 304.97 46.00 258.97 112.22
I-BP2 0.00 304.96 41.00 263.96 114.38
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 292.27 46.00 246.27 106.72
O-BP2 0.00 292.27 41.00 251.27 108.88
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 6 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
75 117.85 R1 6.50
77 116.12 R2 6.50
63 115.68 O-BP1 106.72
73 114.82 29 107.80
49 114.38 31 107.80
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
6 0.29 58 0.00
8 0.29 60 0.00
24 0.15 82 0.02
26 0.15 72 0.02
92 0.15 74 0.02
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 100.51
R2 51.69
NET SYSTEM INFLOW = 152.20
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 152.20
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 7 of 30
Appendix C
CASE 2: MAXIMUM DAY DEMANDS
RESULTS OBTAINED AFTER 3 TRIALS: ACCURACY = 0.29200E-06
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 200.91 0.01 0.00 0.09 0.00 0.00
4 1 3 200.91 0.02 0.00 0.25 0.02 0.02
6 3 5 200.91 0.03 0.00 0.57 0.16 0.15
8 5 7 200.91 0.06 0.00 0.57 0.16 0.15
10 7 9 92.56 0.01 0.00 0.26 0.05 0.04
12 9 11 53.56 0.00 0.00 0.15 0.02 0.01
14 11 13 53.56 0.00 0.00 0.15 0.02 0.01
16 13 15 14.56 0.00 0.00 0.04 0.00 0.00
18 15 17 14.56 0.00 0.00 0.04 0.00 0.00
20 17 19 -24.44 0.00 0.00 0.07 0.00 0.00
22 19 21 -24.44 0.00 0.00 0.07 0.00 0.00
24 23 7 -108.35 0.01 0.00 0.31 0.05 0.05
26 25 23 -108.35 0.00 0.00 0.31 0.09 0.05
28 27 25 -95.15 0.01 0.00 0.27 0.04 0.04
30 21 27 -45.15 0.00 0.00 0.13 0.01 0.01
32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00
34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 0.00 0.00 0.00 0.00 0.00 0.00
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 0.00 0.00 0.00 0.00 0.00 0.00
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 0.00 0.00 0.00 0.00 0.00 0.00
48 41 43 0.00 0.00 0.00 0.00 0.00 0.00
50 43 45 0.00 0.00 0.00 0.00 0.00 0.00
52 45 47 0.00 0.00 0.00 0.00 0.00 0.00
54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00
56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00
58 49 51 -0.71 0.00 0.00 0.00 0.00 0.00
60 51 53 -0.71 0.00 0.00 0.00 0.00 0.00
62 55 53 20.71 0.00 0.00 0.06 0.00 0.00
64 55 57 -20.71 0.00 0.00 0.06 0.00 0.00
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 -20.71 0.00 0.00 0.06 0.00 0.00
70 61 21 -20.71 0.00 0.00 0.06 0.00 0.00
72 49 63 -12.49 0.00 0.00 0.04 0.00 0.00
74 63 65 -12.49 0.00 0.00 0.04 0.00 0.00
76 65 67 66.56 0.00 0.00 0.19 0.03 0.02
78 67 69 40.56 0.00 0.00 0.12 0.01 0.01
80 69 71 14.56 0.00 0.00 0.04 0.00 0.00
82 71 73 -11.44 0.00 0.00 0.03 0.00 0.00
84 73 75 -11.44 0.00 0.00 0.07 0.01 0.01
86 75 77 -17.94 0.01 0.00 0.11 0.01 0.01
88 77 79 -24.44 0.01 0.00 0.16 0.02 0.02
90 65 79 -79.05 0.01 0.00 0.22 0.03 0.03
92 79 81 -103.49 0.11 0.00 0.29 0.05 0.04
94 81 R2 -103.49 0.01 0.00 0.07 0.00 0.00
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 8 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
-----------------------------------------------------------------------------------------
BP1 0.00 258.87 246.18 -12.7 75.00 0. 0.0 0.0 292.1
BP2 0.00 263.86 251.18 0.0 75.00 0. 0.0 0.0 297.1
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 304.99 43.00 261.99 113.53
3 0.00 304.97 45.00 259.97 112.66
5 0.00 304.94 43.50 261.44 113.29
7 0.00 304.88 44.00 260.88 113.05
9 39.00(2.00) 304.87 45.00 259.87 112.61
11 0.00 304.87 45.00 259.87 112.61
13 39.00(2.00) 304.86 45.00 259.86 112.61
15 0.00 304.86 45.00 259.86 112.61
17 39.00(2.00) 304.86 45.00 259.86 112.61
19 0.00 304.86 45.00 259.86 112.61
21 0.00 304.86 46.00 258.86 112.17
23 0.00 304.87 46.00 258.87 112.18
25 13.20(2.00) 304.87 46.00 258.87 112.18
27 50.00(2.00) 304.86 49.00 255.86 110.87
29 0.00 292.18 43.50 248.68 107.76
31 0.00 292.18 43.50 248.68 107.76
33 0.00 292.18 43.50 248.68 107.76
35 0.00 292.18 43.50 248.68 107.76
37 0.00 292.18 41.50 250.68 108.63
39 0.00 292.18 41.50 250.68 108.63
41 0.00 292.18 40.00 252.18 109.28
43 0.00 292.18 40.00 252.18 109.28
45 0.00 292.18 40.00 252.18 109.28
47 0.00 292.18 41.00 251.18 108.85
49 13.20(2.00) 304.86 41.00 263.86 114.34
51 0.00 304.86 47.00 257.86 111.74
53 20.00(2.00) 304.86 48.00 256.86 111.31
55 0.00 304.86 48.00 256.86 111.31
57 0.00 304.86 48.00 256.86 111.31
59 0.00 304.86 48.00 256.86 111.31
61 0.00 304.86 47.00 257.86 111.74
63 0.00 304.86 38.00 266.86 115.64
65 0.00 304.86 42.00 262.86 113.91
67 26.00(2.00) 304.86 46.00 258.86 112.17
69 26.00(2.00) 304.85 50.00 254.85 110.44
71 26.00(2.00) 304.85 44.00 260.85 113.04
73 0.00 304.85 40.00 264.85 114.77
75 6.50(2.00) 304.86 33.00 271.86 117.80
77 6.50(2.00) 304.86 37.00 267.86 116.07
79 0.00 304.88 43.00 261.88 113.48
81 0.00 304.99 56.00 248.99 107.90
I-BP1 0.00 304.87 46.00 258.87 112.18
I-BP2 0.00 304.86 41.00 263.86 114.34
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 292.18 46.00 246.18 106.68
O-BP2 0.00 292.18 41.00 251.18 108.85
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 9 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
75 117.80 R1 6.50
77 116.07 R2 6.50
63 115.64 O-BP1 106.68
73 114.77 29 107.76
49 114.34 31 107.76
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
6 0.57 58 0.00
8 0.57 60 0.00
24 0.31 82 0.03
26 0.31 72 0.04
92 0.29 74 0.04
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 200.91
R2 103.49
NET SYSTEM INFLOW = 304.40
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 304.40
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 10 of 30
Appendix C
CASE 3: PEAK HOUR DEMANDS
RESULTS OBTAINED AFTER 3 TRIALS: ACCURACY = 0.99745E-07
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 301.27 0.02 0.00 0.14 0.00 0.00
4 1 3 301.27 0.04 0.00 0.38 0.05 0.04
6 3 5 301.27 0.06 0.00 0.85 0.34 0.32
8 5 7 301.27 0.12 0.01 0.85 0.34 0.32
10 7 9 138.40 0.02 0.01 0.39 0.12 0.08
12 9 11 79.90 0.01 0.00 0.23 0.04 0.03
14 11 13 79.90 0.01 0.00 0.23 0.04 0.03
16 13 15 21.40 0.00 0.00 0.06 0.00 0.00
18 15 17 21.40 0.00 0.00 0.06 0.00 0.00
20 17 19 -37.10 0.00 0.00 0.11 0.01 0.01
22 19 21 -37.10 0.00 0.00 0.11 0.01 0.01
24 23 7 -162.86 0.02 0.00 0.46 0.10 0.10
26 25 23 -162.86 0.00 0.00 0.46 0.20 0.10
28 27 25 -143.06 0.02 0.00 0.41 0.08 0.08
30 21 27 -68.06 0.00 0.00 0.19 0.02 0.02
32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00
34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 0.00 0.00 0.00 0.00 0.00 0.00
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 0.00 0.00 0.00 0.00 0.00 0.00
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 0.00 0.00 0.00 0.00 0.00 0.00
48 41 43 0.00 0.00 0.00 0.00 0.00 0.00
50 43 45 0.00 0.00 0.00 0.00 0.00 0.00
52 45 47 0.00 0.00 0.00 0.00 0.00 0.00
54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00
56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00
58 49 51 -0.97 0.00 0.00 0.00 0.00 0.00
60 51 53 -0.97 0.00 0.00 0.00 0.00 0.00
62 55 53 30.97 0.00 0.00 0.09 0.01 0.00
64 55 57 -30.97 0.00 0.00 0.09 0.00 0.00
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 -30.97 0.00 0.00 0.09 0.01 0.00
70 61 21 -30.97 0.00 0.00 0.09 0.00 0.00
72 49 63 -18.83 0.00 0.00 0.05 0.00 0.00
74 63 65 -18.83 0.00 0.00 0.05 0.00 0.00
76 65 67 99.81 0.01 0.00 0.28 0.06 0.04
78 67 69 60.81 0.00 0.00 0.17 0.02 0.02
80 69 71 21.81 0.00 0.00 0.06 0.00 0.00
82 71 73 -17.19 0.00 0.00 0.05 0.00 0.00
84 73 75 -17.19 0.01 0.00 0.11 0.01 0.01
86 75 77 -26.94 0.01 0.00 0.17 0.03 0.03
88 77 79 -36.69 0.02 0.00 0.23 0.05 0.05
90 65 79 -118.64 0.03 0.00 0.34 0.06 0.06
92 79 81 -155.33 0.24 0.01 0.44 0.10 0.09
94 81 R2 -155.33 0.01 0.00 0.11 0.00 0.00
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 11 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
-----------------------------------------------------------------------------------------
BP1 0.00 258.73 246.04 -12.7 75.00 0. 0.0 0.0 291.9
BP2 0.00 263.70 251.04 0.0 75.00 0. 0.0 0.0 296.9
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 304.98 43.00 261.98 113.53
3 0.00 304.94 45.00 259.94 112.64
5 0.00 304.88 43.50 261.38 113.26
7 0.00 304.75 44.00 260.75 112.99
9 58.50(3.00) 304.73 45.00 259.73 112.55
11 0.00 304.72 45.00 259.72 112.54
13 58.50(3.00) 304.70 45.00 259.70 112.54
15 0.00 304.70 45.00 259.70 112.54
17 58.50(3.00) 304.70 45.00 259.70 112.54
19 0.00 304.71 45.00 259.71 112.54
21 0.00 304.71 46.00 258.71 112.11
23 0.00 304.73 46.00 258.73 112.12
25 19.80(3.00) 304.73 46.00 258.73 112.12
27 75.00(3.00) 304.71 49.00 255.71 110.81
29 0.00 292.04 43.50 248.54 107.70
31 0.00 292.04 43.50 248.54 107.70
33 0.00 292.04 43.50 248.54 107.70
35 0.00 292.04 43.50 248.54 107.70
37 0.00 292.04 41.50 250.54 108.57
39 0.00 292.04 41.50 250.54 108.57
41 0.00 292.04 40.00 252.04 109.22
43 0.00 292.04 40.00 252.04 109.22
45 0.00 292.04 40.00 252.04 109.22
47 0.00 292.04 41.00 251.04 108.78
49 19.80(3.00) 304.70 41.00 263.70 114.27
51 0.00 304.70 47.00 257.70 111.67
53 30.00(3.00) 304.70 48.00 256.70 111.24
55 0.00 304.70 48.00 256.70 111.24
57 0.00 304.71 48.00 256.71 111.24
59 0.00 304.71 48.00 256.71 111.24
61 0.00 304.71 47.00 257.71 111.67
63 0.00 304.70 38.00 266.70 115.57
65 0.00 304.71 42.00 262.71 113.84
67 39.00(3.00) 304.70 46.00 258.70 112.10
69 39.00(3.00) 304.69 50.00 254.69 110.37
71 39.00(3.00) 304.69 44.00 260.69 112.96
73 0.00 304.69 40.00 264.69 114.70
75 9.75(3.00) 304.70 33.00 271.70 117.73
77 9.75(3.00) 304.71 37.00 267.71 116.01
79 0.00 304.74 43.00 261.74 113.42
81 0.00 304.99 56.00 248.99 107.89
I-BP1 0.00 304.73 46.00 258.73 112.12
I-BP2 0.00 304.70 41.00 263.70 114.27
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 292.04 46.00 246.04 106.62
O-BP2 0.00 292.04 41.00 251.04 108.78
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 12 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
75 117.73 R1 6.50
77 116.01 R2 6.50
63 115.57 O-BP1 106.62
73 114.70 29 107.70
49 114.27 31 107.70
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
6 0.85 58 0.00
8 0.85 60 0.00
24 0.46 82 0.05
26 0.46 72 0.05
92 0.44 74 0.05
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 301.27
R2 155.33
NET SYSTEM INFLOW = 456.60
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 456.60
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 13 of 30
Appendix C
CASE 4: 3,000 GPM FIRE FLOW SPLIT BETWEEN NODES 35 AND 39
RESULTS OBTAINED AFTER 10 TRIALS: ACCURACY = 0.16141E-05
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 3065.23 1.30 0.05 1.39 0.28 0.27
4 1 3 3065.23 2.66 0.07 3.86 3.33 3.25
6 3 5 3065.23 4.57 0.35 8.69 25.22 23.41
8 5 7 3065.23 9.01 0.76 8.69 25.39 23.41
10 7 9 614.86 0.24 0.16 1.74 2.01 1.19
12 9 11 575.86 0.21 0.11 1.63 1.62 1.06
14 11 13 575.86 0.35 0.22 1.63 1.72 1.06
16 13 15 536.86 0.13 0.10 1.52 1.65 0.93
18 15 17 536.86 0.43 0.12 1.52 1.20 0.93
20 17 19 497.86 0.27 0.08 1.41 1.06 0.81
22 19 21 497.86 0.27 0.03 1.41 0.91 0.81
24 23 7 -2450.37 2.35 0.00 6.95 15.47 15.47
26 25 23 -2450.37 0.15 0.23 6.95 37.97 15.47
28 27 25 -58.60 0.00 0.00 0.17 0.02 0.02
30 21 27 -8.60 0.00 0.00 0.02 0.00 0.00
32 25 I-BP1 2378.57 0.71 5.99 9.72 335.28 35.57
34 O-BP1 29 2378.57 19.38 4.57 9.72 43.96 35.57
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 2378.57 9.07 1.54 9.72 41.60 35.57
40 33 35 2000.00 11.09 6.12 12.76 118.71 76.49
42 33 37 378.57 0.69 0.11 1.55 1.38 1.18
44 37 39 2000.00 4.28 6.12 12.76 185.81 76.49
46 37 41 -1621.43 8.92 2.33 6.62 22.06 17.49
48 41 43 -1621.43 5.25 2.60 6.62 26.16 17.49
50 43 45 -1621.43 2.92 1.85 6.62 28.59 17.49
52 45 47 -1621.43 10.20 2.60 6.62 21.96 17.49
54 47 O-BP2 -1621.43 1.75 2.16 6.62 39.08 17.49
56 I-BP2 49 -1621.43 0.35 0.00 6.62 17.49 17.49
58 49 51 -486.46 0.39 0.01 1.38 0.79 0.77
60 51 53 -486.46 0.26 0.09 1.38 1.04 0.77
62 55 53 506.46 0.29 0.10 1.44 1.12 0.83
64 55 57 -506.46 0.29 0.01 1.44 0.86 0.83
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 -506.46 0.13 0.02 1.44 0.96 0.83
70 61 21 -506.46 0.13 0.01 1.44 0.90 0.83
72 49 63 -1148.17 2.05 0.17 3.26 4.12 3.80
74 63 65 -1148.17 6.76 0.10 3.26 3.85 3.80
76 65 67 -93.19 0.01 0.00 0.26 0.05 0.04
78 67 69 -119.19 0.02 0.00 0.34 0.07 0.06
80 69 71 -145.19 0.05 0.01 0.41 0.10 0.08
82 71 73 -171.19 0.09 0.02 0.49 0.14 0.11
84 73 75 -171.19 0.42 0.06 1.09 0.91 0.81
86 75 77 -177.69 0.46 0.05 1.13 0.97 0.86
88 77 79 -184.19 0.49 0.06 1.18 1.03 0.92
90 65 79 -1054.98 1.69 0.04 2.99 3.33 3.25
92 79 81 -1239.17 11.38 0.48 3.52 4.56 4.38
94 81 R2 -1239.17 0.57 0.00 0.88 0.15 0.15
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 14 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
-----------------------------------------------------------------------------------------
BP1 2378.57 230.79 217.42 -13.4 75.00 -8. -0.4 -0.4 262.5
BP2 1621.43 240.41 227.63 -12.8 75.00 -5. -0.3 -0.3 272.9
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 303.65 43.00 260.65 112.95
3 0.00 300.92 45.00 255.92 110.90
5 0.00 296.00 43.50 252.50 109.42
7 0.00 286.22 44.00 242.22 104.96
9 39.00(2.00) 285.82 45.00 240.82 104.36
11 0.00 285.50 45.00 240.50 104.21
13 39.00(2.00) 284.92 45.00 239.92 103.97
15 0.00 284.70 45.00 239.70 103.87
17 39.00(2.00) 284.14 45.00 239.14 103.63
19 0.00 283.79 45.00 238.79 103.48
21 0.00 283.49 46.00 237.49 102.91
23 0.00 283.87 46.00 237.87 103.08
25 13.20(2.00) 283.49 46.00 237.49 102.91
27 50.00(2.00) 283.49 49.00 234.49 101.61
29 0.00 239.46 43.50 195.96 84.92
31 0.00 239.46 43.50 195.96 84.92
33 0.00 228.85 43.50 185.35 80.32
35 2000.00 211.64 43.50 168.14 72.86
37 0.00 228.04 41.50 186.54 80.84
39 2000.00 217.64 41.50 176.14 76.33
41 0.00 239.29 40.00 199.29 86.36
43 0.00 247.14 40.00 207.14 89.76
45 0.00 251.92 40.00 211.92 91.83
47 0.00 264.72 41.00 223.72 96.94
49 13.20(2.00) 281.76 41.00 240.76 104.33
51 0.00 282.15 47.00 235.15 101.90
53 20.00(2.00) 282.51 48.00 234.51 101.62
55 0.00 282.89 48.00 234.89 101.79
57 0.00 283.19 48.00 235.19 101.92
59 0.00 283.19 48.00 235.19 101.92
61 0.00 283.35 47.00 236.35 102.42
63 0.00 283.98 38.00 245.98 106.59
65 0.00 290.84 42.00 248.84 107.83
67 26.00(2.00) 290.85 46.00 244.85 106.10
69 26.00(2.00) 290.88 50.00 240.88 104.38
71 26.00(2.00) 290.93 44.00 246.93 107.00
73 0.00 291.04 40.00 251.04 108.78
75 6.50(2.00) 291.52 33.00 258.52 112.02
77 6.50(2.00) 292.03 37.00 255.03 110.51
79 0.00 292.57 43.00 249.57 108.15
81 0.00 304.43 56.00 248.43 107.65
I-BP1 0.00 276.79 46.00 230.79 100.01
I-BP2 0.00 281.41 41.00 240.41 104.18
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 263.42 46.00 217.42 94.21
O-BP2 0.00 268.63 41.00 227.63 98.64
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 15 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
1 112.95 R1 6.50
75 112.02 R2 6.50
3 110.90 35 72.86
77 110.51 39 76.33
5 109.42 33 80.32
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
40 12.76 30 0.02
44 12.76 28 0.17
32 9.72 76 0.26
34 9.72 78 0.34
38 9.72 80 0.41
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 3065.23
R2 1239.17
NET SYSTEM INFLOW = 4304.40
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 4304.40
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 16 of 30
Appendix C
CASE 5: 3,000 GPM FIRE FLOW SPLIT BETWEEN NODES 41 AND 43
RESULTS OBTAINED AFTER 4 TRIALS: ACCURACY = 0.97929E-06
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 2956.57 1.21 0.05 1.34 0.26 0.25
4 1 3 2956.57 2.49 0.06 3.73 3.12 3.04
6 3 5 2956.57 4.27 0.33 8.39 23.58 21.90
8 5 7 2956.57 8.43 0.71 8.39 23.74 21.90
10 7 9 631.68 0.25 0.17 1.79 2.12 1.26
12 9 11 592.68 0.22 0.12 1.68 1.71 1.12
14 11 13 592.68 0.37 0.23 1.68 1.81 1.12
16 13 15 553.68 0.13 0.10 1.57 1.76 0.98
18 15 17 553.68 0.46 0.13 1.57 1.27 0.98
20 17 19 514.68 0.28 0.09 1.46 1.13 0.86
22 19 21 514.68 0.28 0.04 1.46 0.97 0.86
24 23 7 -2324.89 2.13 0.00 6.59 14.03 14.03
26 25 23 -2324.89 0.14 0.20 6.59 34.29 14.03
28 27 25 -580.99 0.27 0.01 1.65 1.13 1.08
30 21 27 -530.99 0.12 0.02 1.51 1.09 0.91
32 25 I-BP1 1730.71 0.39 3.17 7.07 178.42 19.74
34 O-BP1 29 1730.71 10.76 2.42 7.07 24.18 19.74
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 1730.71 5.03 0.81 7.07 22.93 19.74
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 1730.71 11.55 2.38 7.07 23.81 19.74
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 1730.71 10.07 2.65 7.07 24.94 19.74
48 41 43 -269.29 0.19 0.07 1.10 0.87 0.63
50 43 45 -2269.29 5.44 3.63 9.27 54.33 32.60
52 45 47 -2269.29 19.01 5.10 9.27 41.34 32.60
54 47 O-BP2 -2269.29 3.26 4.23 9.27 74.89 32.60
56 I-BP2 49 -2269.29 0.65 0.00 9.27 32.60 32.60
58 49 51 -1025.66 1.54 0.04 2.91 3.16 3.08
60 51 53 -1025.66 1.05 0.40 2.91 4.26 3.08
62 55 53 1045.66 1.09 0.42 2.97 4.42 3.19
64 55 57 -1045.66 1.12 0.04 2.97 3.31 3.19
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 -1045.66 0.51 0.09 2.97 3.75 3.19
70 61 21 -1045.66 0.50 0.04 2.97 3.46 3.19
72 49 63 -1256.83 2.43 0.21 3.57 4.87 4.49
74 63 65 -1256.83 7.99 0.12 3.57 4.56 4.49
76 65 67 -108.47 0.01 0.00 0.31 0.07 0.05
78 67 69 -134.47 0.02 0.01 0.38 0.09 0.07
80 69 71 -160.47 0.06 0.01 0.46 0.12 0.10
82 71 73 -186.47 0.10 0.02 0.53 0.16 0.13
84 73 75 -186.47 0.50 0.07 1.19 1.07 0.94
86 75 77 -192.97 0.53 0.06 1.23 1.13 1.01
88 77 79 -199.47 0.56 0.07 1.27 1.20 1.07
90 65 79 -1148.36 1.98 0.05 3.26 3.89 3.80
92 79 81 -1347.83 13.29 0.57 3.82 5.33 5.11
94 81 R2 -1347.83 0.66 0.00 0.96 0.18 0.17
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 17 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
-----------------------------------------------------------------------------------------
BP1 1730.71 235.40 222.58 -12.8 75.00 -6. -0.4 -0.8 267.8
BP2 2269.29 236.05 222.83 -13.2 75.00 -8. -0.3 -0.5 267.9
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 303.74 43.00 260.74 112.99
3 0.00 301.18 45.00 256.18 111.01
5 0.00 296.58 43.50 253.08 109.67
7 0.00 287.44 44.00 243.44 105.49
9 39.00(2.00) 287.02 45.00 242.02 104.87
11 0.00 286.68 45.00 241.68 104.73
13 39.00(2.00) 286.07 45.00 241.07 104.46
15 0.00 285.83 45.00 240.83 104.36
17 39.00(2.00) 285.24 45.00 240.24 104.10
19 0.00 284.87 45.00 239.87 103.94
21 0.00 284.55 46.00 238.55 103.37
23 0.00 285.31 46.00 239.31 103.70
25 13.20(2.00) 284.97 46.00 238.97 103.55
27 50.00(2.00) 284.69 49.00 235.69 102.13
29 0.00 255.40 43.50 211.90 91.82
31 0.00 255.40 43.50 211.90 91.82
33 0.00 249.55 43.50 206.05 89.29
35 0.00 249.55 43.50 206.05 89.29
37 0.00 235.62 41.50 194.12 84.12
39 0.00 235.62 41.50 194.12 84.12
41 2000.00 222.90 40.00 182.90 79.26
43 2000.00 223.16 40.00 183.16 79.37
45 0.00 232.24 40.00 192.24 83.30
47 0.00 256.34 41.00 215.34 93.31
49 13.20(2.00) 277.70 41.00 236.70 102.57
51 0.00 279.28 47.00 232.28 100.66
53 20.00(2.00) 280.74 48.00 232.74 100.85
55 0.00 282.25 48.00 234.25 101.51
57 0.00 283.41 48.00 235.41 102.01
59 0.00 283.41 48.00 235.41 102.01
61 0.00 284.01 47.00 237.01 102.70
63 0.00 280.33 38.00 242.33 105.01
65 0.00 288.45 42.00 246.45 106.79
67 26.00(2.00) 288.46 46.00 242.46 105.07
69 26.00(2.00) 288.49 50.00 238.49 103.35
71 26.00(2.00) 288.56 44.00 244.56 105.97
73 0.00 288.68 40.00 248.68 107.76
75 6.50(2.00) 289.25 33.00 256.25 111.04
77 6.50(2.00) 289.84 37.00 252.84 109.56
79 0.00 290.47 43.00 247.47 107.24
81 0.00 304.33 56.00 248.33 107.61
I-BP1 0.00 281.40 46.00 235.40 102.01
I-BP2 0.00 277.05 41.00 236.05 102.29
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 268.58 46.00 222.58 96.45
O-BP2 0.00 263.83 41.00 222.83 96.56
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 18 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
1 112.99 R1 6.50
75 111.04 R2 6.50
3 111.01 41 79.26
5 109.67 43 79.37
77 109.56 45 83.30
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
50 9.27 76 0.31
52 9.27 78 0.38
54 9.27 80 0.46
56 9.27 82 0.53
6 8.39 94 0.96
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 2956.57
R2 1347.83
NET SYSTEM INFLOW = 4304.40
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 4304.40
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 19 of 30
Appendix C
CASE 6: 3,000 GPM FIRE FLOW SPLIT BETWEEN NODES 45 AND 47
RESULTS OBTAINED AFTER 4 TRIALS: ACCURACY = 0.46792E-06
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 2831.61 1.12 0.04 1.29 0.24 0.23
4 1 3 2831.61 2.30 0.06 3.57 2.88 2.81
6 3 5 2831.61 3.94 0.30 8.03 21.76 20.22
8 5 7 2831.61 7.78 0.65 8.03 21.91 20.22
10 7 9 668.22 0.28 0.19 1.90 2.36 1.39
12 9 11 629.22 0.25 0.13 1.78 1.92 1.25
14 11 13 629.22 0.42 0.26 1.78 2.03 1.25
16 13 15 590.22 0.15 0.12 1.67 1.98 1.11
18 15 17 590.22 0.52 0.15 1.67 1.43 1.11
20 17 19 551.22 0.32 0.10 1.56 1.29 0.98
22 19 21 551.22 0.32 0.04 1.56 1.10 0.98
24 23 7 -2163.39 1.87 0.00 6.14 12.28 12.28
26 25 23 -2163.39 0.12 0.18 6.14 29.82 12.28
28 27 25 -959.56 0.68 0.03 2.72 2.86 2.72
30 21 27 -909.56 0.32 0.07 2.58 2.99 2.47
32 25 I-BP1 1190.63 0.20 1.50 4.86 84.97 9.87
34 O-BP1 29 1190.63 5.38 1.15 4.86 11.98 9.87
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 1190.63 2.52 0.39 4.86 11.39 9.87
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 1190.63 5.78 1.13 4.86 11.80 9.87
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 1190.63 5.04 1.26 4.86 12.34 9.87
48 41 43 1190.63 2.96 1.40 4.86 14.55 9.87
50 43 45 1190.63 1.65 1.00 4.86 15.85 9.87
52 45 47 -809.37 2.82 0.65 3.31 5.94 4.83
54 47 O-BP2 -2809.37 4.84 6.48 11.48 113.22 48.41
56 I-BP2 49 -2809.37 0.97 0.00 11.48 48.41 48.41
58 49 51 -1440.78 2.89 0.08 4.09 5.94 5.78
60 51 53 -1440.78 1.98 0.80 4.09 8.11 5.78
62 55 53 1460.78 2.03 0.82 4.14 8.33 5.93
64 55 57 -1460.78 2.08 0.08 4.14 6.16 5.93
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 -1460.78 0.95 0.17 4.14 7.02 5.93
70 61 21 -1460.78 0.92 0.08 4.14 6.45 5.93
72 49 63 -1381.79 2.89 0.25 3.92 5.82 5.35
74 63 65 -1381.79 9.53 0.14 3.92 5.43 5.35
76 65 67 -126.02 0.01 0.01 0.36 0.09 0.06
78 67 69 -152.02 0.03 0.01 0.43 0.12 0.09
80 69 71 -178.02 0.07 0.01 0.50 0.14 0.12
82 71 73 -204.02 0.12 0.03 0.58 0.19 0.15
84 73 75 -204.02 0.59 0.08 1.30 1.27 1.12
86 75 77 -210.52 0.62 0.08 1.34 1.33 1.18
88 77 79 -217.02 0.66 0.08 1.39 1.40 1.25
90 65 79 -1255.77 2.33 0.06 3.56 4.60 4.48
92 79 81 -1472.79 15.66 0.68 4.18 6.28 6.02
94 81 R2 -1472.79 0.78 0.01 1.04 0.21 0.21
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 20 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
-----------------------------------------------------------------------------------------
BP1 1190.63 238.93 226.23 -12.7 75.00 -4. -0.3 -1.1 271.8
BP2 2809.37 230.70 216.38 -14.3 75.00 -10. -0.4 -0.9 261.9
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 303.84 43.00 260.84 113.03
3 0.00 301.48 45.00 256.48 111.14
5 0.00 297.23 43.50 253.73 109.95
7 0.00 288.80 44.00 244.80 106.08
9 39.00(2.00) 288.33 45.00 243.33 105.44
11 0.00 287.94 45.00 242.94 105.28
13 39.00(2.00) 287.26 45.00 242.26 104.98
15 0.00 286.99 45.00 241.99 104.86
17 39.00(2.00) 286.33 45.00 241.33 104.58
19 0.00 285.90 45.00 240.90 104.39
21 0.00 285.54 46.00 239.54 103.80
23 0.00 286.93 46.00 240.93 104.40
25 13.20(2.00) 286.63 46.00 240.63 104.27
27 50.00(2.00) 285.92 49.00 236.92 102.67
29 0.00 265.70 43.50 222.20 96.29
31 0.00 265.70 43.50 222.20 96.29
33 0.00 262.80 43.50 219.30 95.03
35 0.00 262.80 43.50 219.30 95.03
37 0.00 255.89 41.50 214.39 92.90
39 0.00 255.89 41.50 214.39 92.90
41 0.00 249.60 40.00 209.60 90.83
43 0.00 245.24 40.00 205.24 88.94
45 2000.00 242.59 40.00 202.59 87.79
47 2000.00 246.05 41.00 205.05 88.86
49 13.20(2.00) 272.67 41.00 231.67 100.39
51 0.00 275.64 47.00 228.64 99.08
53 20.00(2.00) 278.41 48.00 230.41 99.85
55 0.00 281.26 48.00 233.26 101.08
57 0.00 283.42 48.00 235.42 102.01
59 0.00 283.42 48.00 235.42 102.01
61 0.00 284.54 47.00 237.54 102.93
63 0.00 275.81 38.00 237.81 103.05
65 0.00 285.48 42.00 243.48 105.51
67 26.00(2.00) 285.50 46.00 239.50 103.78
69 26.00(2.00) 285.53 50.00 235.53 102.06
71 26.00(2.00) 285.62 44.00 241.62 104.70
73 0.00 285.76 40.00 245.76 106.50
75 6.50(2.00) 286.43 33.00 253.43 109.82
77 6.50(2.00) 287.13 37.00 250.13 108.39
79 0.00 287.87 43.00 244.87 106.11
81 0.00 304.21 56.00 248.21 107.56
I-BP1 0.00 284.93 46.00 238.93 103.54
I-BP2 0.00 271.70 41.00 230.70 99.97
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 272.23 46.00 226.23 98.03
O-BP2 0.00 257.38 41.00 216.38 93.76
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 21 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
1 113.03 R1 6.50
3 111.14 R2 6.50
5 109.95 45 87.79
75 109.82 47 88.86
77 108.39 43 88.94
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
54 11.48 76 0.36
56 11.48 78 0.43
6 8.03 80 0.50
8 8.03 82 0.58
24 6.14 94 1.04
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 2831.61
R2 1472.79
NET SYSTEM INFLOW = 4304.40
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 4304.40
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 22 of 30
Appendix C
CASE 7: 3,000 GPM FIRE FLOW SPLIT BETWEEN NODES 11 AND 13
RESULTS OBTAINED AFTER 20 TRIALS: ACCURACY = 0.27415E-05
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 2497.38 0.89 0.03 1.13 0.19 0.18
4 1 3 2497.38 1.82 0.05 3.15 2.28 2.22
6 3 5 2497.38 3.12 0.23 7.08 17.22 16.02
8 5 7 2497.38 6.17 0.51 7.08 17.33 16.02
10 7 9 1939.28 2.01 1.63 5.50 18.18 10.03
12 9 11 1900.28 1.93 1.23 5.39 15.79 9.66
14 11 13 400.28 0.18 0.11 1.14 0.86 0.54
16 13 15 -1138.72 0.51 0.44 3.23 7.00 3.74
18 15 17 -1138.72 1.74 0.56 3.23 4.95 3.74
20 17 19 -1177.72 1.31 0.47 3.34 5.41 3.98
22 19 21 -1177.72 1.31 0.19 3.34 4.56 3.98
24 23 7 -558.10 0.15 0.00 1.58 1.00 1.00
26 25 23 -558.10 0.01 0.01 1.58 2.17 1.00
28 27 25 -544.90 0.24 0.01 1.55 1.00 0.96
30 21 27 -494.90 0.10 0.02 1.40 0.95 0.80
32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00
34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 0.00 0.00 0.00 0.00 0.00 0.00
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 0.00 0.00 0.00 0.00 0.00 0.00
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 0.00 0.00 0.00 0.00 0.00 0.00
48 41 43 0.00 0.00 0.00 0.00 0.00 0.00
50 43 45 0.00 0.00 0.00 0.00 0.00 0.00
52 45 47 0.00 0.00 0.00 0.00 0.00 0.00
54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00
56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00
58 49 51 702.82 0.77 0.02 1.99 1.57 1.53
60 51 53 702.82 0.52 0.19 1.99 2.08 1.53
62 55 53 -682.82 0.50 0.18 1.94 1.97 1.45
64 55 57 682.82 0.51 0.02 1.94 1.50 1.45
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 682.82 0.23 0.04 1.94 1.69 1.45
70 61 21 682.82 0.22 0.02 1.94 1.56 1.45
72 49 63 -716.02 0.86 0.07 2.03 1.71 1.58
74 63 65 -716.02 2.82 0.04 2.03 1.61 1.58
76 65 67 -32.17 0.00 0.00 0.09 0.01 0.01
78 67 69 -58.17 0.00 0.00 0.16 0.02 0.02
80 69 71 -84.17 0.02 0.00 0.24 0.03 0.03
82 71 73 -110.17 0.04 0.01 0.31 0.06 0.05
84 73 75 -110.17 0.19 0.02 0.70 0.40 0.36
86 75 77 -116.67 0.21 0.02 0.74 0.44 0.40
88 77 79 -123.17 0.23 0.03 0.79 0.49 0.44
90 65 79 -683.86 0.76 0.02 1.94 1.49 1.46
92 79 81 -807.02 5.14 0.20 2.29 2.06 1.98
94 81 R2 -807.02 0.26 0.00 0.57 0.07 0.07
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 23 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
----------------------------------------------------------------------------------------
BP1 0.00 246.00 236.15 0.0 75.00 0. -0.2 -1.3 279.2
BP2 0.00 253.84 241.15 -12.7 75.00 0. -0.5 -1.4 287.0
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 304.08 43.00 261.08 113.13
3 0.00 302.21 45.00 257.21 111.46
5 0.00 298.85 43.50 255.35 110.65
7 0.00 292.18 44.00 248.18 107.54
9 39.00(2.00) 288.54 45.00 243.54 105.53
11 1500.00 285.38 45.00 240.38 104.17
13 1539.00( ** ) 285.10 45.00 240.10 104.04
15 0.00 286.04 45.00 241.04 104.45
17 39.00(2.00) 288.34 45.00 243.34 105.45
19 0.00 290.13 45.00 245.13 106.22
21 0.00 291.63 46.00 245.63 106.44
23 0.00 292.03 46.00 246.03 106.61
25 13.20(2.00) 292.00 46.00 246.00 106.60
27 50.00(2.00) 291.76 49.00 242.76 105.19
29 0.00 282.15 43.50 238.65 103.41
31 0.00 282.15 43.50 238.65 103.41
33 0.00 282.15 43.50 238.65 103.41
35 0.00 282.15 43.50 238.65 103.41
37 0.00 282.15 41.50 240.65 104.28
39 0.00 282.15 41.50 240.65 104.28
41 0.00 282.15 40.00 242.15 104.93
43 0.00 282.15 40.00 242.15 104.93
45 0.00 282.15 40.00 242.15 104.93
47 0.00 282.15 41.00 241.15 104.50
49 13.20(2.00) 294.84 41.00 253.84 110.00
51 0.00 294.06 47.00 247.06 107.06
53 20.00(2.00) 293.35 48.00 245.35 106.32
55 0.00 292.67 48.00 244.67 106.02
57 0.00 292.14 48.00 244.14 105.80
59 0.00 292.14 48.00 244.14 105.80
61 0.00 291.87 47.00 244.87 106.11
63 0.00 295.76 38.00 257.76 111.70
65 0.00 298.62 42.00 256.62 111.20
67 26.00(2.00) 298.62 46.00 252.62 109.47
69 26.00(2.00) 298.63 50.00 248.63 107.74
71 26.00(2.00) 298.65 44.00 254.65 110.35
73 0.00 298.70 40.00 258.70 112.10
75 6.50(2.00) 298.91 33.00 265.91 115.23
77 6.50(2.00) 299.14 37.00 262.14 113.59
79 0.00 299.40 43.00 256.40 111.11
81 0.00 304.74 56.00 248.74 107.79
I-BP1 0.00 292.00 46.00 246.00 106.60
I-BP2 0.00 294.84 41.00 253.84 110.00
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 282.15 46.00 236.15 102.33
O-BP2 0.00 282.15 41.00 241.15 104.50
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 24 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
75 115.23 R1 6.50
77 113.59 R2 6.50
1 113.13 O-BP1 102.33
73 112.10 29 103.41
63 111.70 31 103.41
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
6 7.08 76 0.09
8 7.08 78 0.16
10 5.50 80 0.24
12 5.39 82 0.31
20 3.34 94 0.57
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 2497.38
R2 807.02
NET SYSTEM INFLOW = 3304.40
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 3304.40
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 25 of 30
Appendix C
CASE 8: 3,000 GPM FIRE FLOW SPLIT BETWEEN NODES 17 AND 19
RESULTS OBTAINED AFTER 4 TRIALS: ACCURACY = 0.41215E-05
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 2445.52 0.85 0.03 1.11 0.18 0.18
4 1 3 2445.52 1.75 0.04 3.08 2.19 2.14
6 3 5 2445.52 3.00 0.22 6.94 16.56 15.41
8 5 7 2445.52 5.93 0.49 6.94 16.67 15.41
10 7 9 1131.10 0.74 0.55 3.21 6.47 3.69
12 9 11 1092.10 0.69 0.41 3.10 5.49 3.46
14 11 13 1092.10 1.16 0.79 3.10 5.83 3.46
16 13 15 1053.10 0.44 0.38 2.99 6.03 3.24
18 15 17 1053.10 1.51 0.48 2.99 4.27 3.24
20 17 19 -485.90 0.25 0.08 1.38 1.02 0.77
22 19 21 -1985.90 3.46 0.54 5.63 12.12 10.48
24 23 7 -1314.42 0.74 0.00 3.73 4.88 4.88
26 25 23 -1314.42 0.05 0.06 3.73 11.35 4.88
28 27 25 -1301.22 1.19 0.06 3.69 5.05 4.79
30 21 27 -1251.22 0.57 0.13 3.55 5.44 4.45
32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00
34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 0.00 0.00 0.00 0.00 0.00 0.00
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 0.00 0.00 0.00 0.00 0.00 0.00
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 0.00 0.00 0.00 0.00 0.00 0.00
48 41 43 0.00 0.00 0.00 0.00 0.00 0.00
50 43 45 0.00 0.00 0.00 0.00 0.00 0.00
52 45 47 0.00 0.00 0.00 0.00 0.00 0.00
54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00
56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00
58 49 51 754.68 0.87 0.02 2.14 1.79 1.75
60 51 53 754.68 0.60 0.22 2.14 2.39 1.75
62 55 53 -734.68 0.57 0.21 2.08 2.27 1.66
64 55 57 734.68 0.58 0.02 2.08 1.72 1.66
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 734.68 0.27 0.04 2.08 1.94 1.66
70 61 21 734.68 0.26 0.02 2.08 1.79 1.66
72 49 63 -767.88 0.97 0.08 2.18 1.95 1.80
74 63 65 -767.88 3.21 0.04 2.18 1.83 1.80
76 65 67 -39.52 0.00 0.00 0.11 0.01 0.01
78 67 69 -65.52 0.01 0.00 0.19 0.02 0.02
80 69 71 -91.52 0.02 0.00 0.26 0.04 0.04
82 71 73 -117.52 0.04 0.01 0.33 0.07 0.06
84 73 75 -117.52 0.21 0.03 0.75 0.45 0.40
86 75 77 -124.02 0.23 0.03 0.79 0.49 0.44
88 77 79 -130.52 0.26 0.03 0.83 0.54 0.49
90 65 79 -728.36 0.85 0.02 2.07 1.67 1.64
92 79 81 -858.88 5.77 0.23 2.44 2.31 2.22
94 81 R2 -858.88 0.29 0.00 0.61 0.08 0.08
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 26 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
---------------------------------------------------------------------------------------
BP1 0.00 245.81 234.84 0.0 75.00 0. 0.0 -1.3 279.0
BP2 0.00 252.53 239.84 -12.7 75.00 0. 0.0 -1.4 285.7
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 304.11 43.00 261.11 113.15
3 0.00 302.32 45.00 257.32 111.50
5 0.00 299.09 43.50 255.59 110.75
7 0.00 292.67 44.00 248.67 107.76
9 39.00(2.00) 291.37 45.00 246.37 106.76
11 0.00 290.28 45.00 245.28 106.29
13 39.00(2.00) 288.32 45.00 243.32 105.44
15 0.00 287.51 45.00 242.51 105.09
17 1539.00( ** ) 285.52 45.00 240.52 104.23
19 1500.00 285.86 45.00 240.86 104.37
21 0.00 289.86 46.00 243.86 105.67
23 0.00 291.93 46.00 245.93 106.57
25 13.20(2.00) 291.81 46.00 245.81 106.52
27 50.00(2.00) 290.56 49.00 241.56 104.68
29 0.00 280.84 43.50 237.34 102.85
31 0.00 280.84 43.50 237.34 102.85
33 0.00 280.84 43.50 237.34 102.85
35 0.00 280.84 43.50 237.34 102.85
37 0.00 280.84 41.50 239.34 103.72
39 0.00 280.84 41.50 239.34 103.72
41 0.00 280.84 40.00 240.84 104.37
43 0.00 280.84 40.00 240.84 104.37
45 0.00 280.84 40.00 240.84 104.37
47 0.00 280.84 41.00 239.84 103.93
49 13.20(2.00) 293.53 41.00 252.53 109.43
51 0.00 292.64 47.00 245.64 106.44
53 20.00(2.00) 291.82 48.00 243.82 105.66
55 0.00 291.05 48.00 243.05 105.32
57 0.00 290.45 48.00 242.45 105.06
59 0.00 290.45 48.00 242.45 105.06
61 0.00 290.14 47.00 243.14 105.36
63 0.00 294.59 38.00 256.59 111.19
65 0.00 297.84 42.00 255.84 110.86
67 26.00(2.00) 297.84 46.00 251.84 109.13
69 26.00(2.00) 297.85 50.00 247.85 107.40
71 26.00(2.00) 297.87 44.00 253.87 110.01
73 0.00 297.92 40.00 257.92 111.77
75 6.50(2.00) 298.16 33.00 265.16 114.90
77 6.50(2.00) 298.42 37.00 261.42 113.28
79 0.00 298.71 43.00 255.71 110.81
81 0.00 304.71 56.00 248.71 107.77
I-BP1 0.00 291.81 46.00 245.81 106.52
I-BP2 0.00 293.53 41.00 252.53 109.43
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 280.84 46.00 234.84 101.77
O-BP2 0.00 280.84 41.00 239.84 103.93
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 27 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
75 114.90 R1 6.50
77 113.28 R2 6.50
1 113.15 O-BP1 101.77
73 111.77 29 102.85
3 111.50 31 102.85
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
6 6.94 76 0.11
8 6.94 78 0.19
22 5.63 80 0.26
24 3.73 82 0.33
26 3.73 94 0.61
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 2445.52
R2 858.88
NET SYSTEM INFLOW = 3304.40
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 3304.40
================================================================================
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 28 of 30
Appendix C
CASE 9: 3,000 GPM FIRE FLOW SPLIT BETWEEN NODES 69 AND 71
RESULTS OBTAINED AFTER 20 TRIALS: ACCURACY = 0.10624E-04
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
gpm ft ft ft/s ft/f ft/f
-----------------------------------------------------------------------------------------
2 R1 1 1480.31 0.34 0.01 0.67 0.07 0.07
4 1 3 1480.31 0.69 0.02 1.87 0.86 0.84
6 3 5 1480.31 1.19 0.08 4.20 6.50 6.08
8 5 7 1480.31 2.34 0.18 4.20 6.54 6.08
10 7 9 486.39 0.15 0.10 1.38 1.29 0.77
12 9 11 447.39 0.13 0.07 1.27 1.00 0.66
14 11 13 447.39 0.22 0.13 1.27 1.06 0.66
16 13 15 408.39 0.08 0.06 1.16 0.98 0.56
18 15 17 408.39 0.26 0.07 1.16 0.72 0.56
20 17 19 369.39 0.15 0.05 1.05 0.61 0.47
22 19 21 369.39 0.15 0.02 1.05 0.52 0.47
24 23 7 -993.92 0.44 0.00 2.82 2.91 2.91
26 25 23 -993.92 0.03 0.04 2.82 6.61 2.91
28 27 25 -980.72 0.70 0.04 2.78 2.98 2.84
30 21 27 -930.72 0.33 0.07 2.64 3.12 2.57
32 25 I-BP1 0.00 0.00 0.00 0.00 0.00 0.00
34 O-BP1 29 0.00 0.00 0.00 0.00 0.00 0.00
36 29 31 0.00 0.00 0.00 0.00 0.00 0.00
38 29 33 0.00 0.00 0.00 0.00 0.00 0.00
40 33 35 0.00 0.00 0.00 0.00 0.00 0.00
42 33 37 0.00 0.00 0.00 0.00 0.00 0.00
44 37 39 0.00 0.00 0.00 0.00 0.00 0.00
46 37 41 0.00 0.00 0.00 0.00 0.00 0.00
48 41 43 0.00 0.00 0.00 0.00 0.00 0.00
50 43 45 0.00 0.00 0.00 0.00 0.00 0.00
52 45 47 0.00 0.00 0.00 0.00 0.00 0.00
54 47 O-BP2 0.00 0.00 0.00 0.00 0.00 0.00
56 I-BP2 49 0.00 0.00 0.00 0.00 0.00 0.00
58 49 51 -1280.11 2.32 0.06 3.63 4.77 4.65
60 51 53 -1280.11 1.59 0.63 3.63 6.48 4.65
62 55 53 1300.11 1.64 0.65 3.69 6.68 4.78
64 55 57 -1300.11 1.67 0.06 3.69 4.96 4.78
66 57 59 0.00 0.00 0.00 0.00 0.00 0.00
68 57 61 -1300.11 0.77 0.14 3.69 5.64 4.78
70 61 21 -1300.11 0.74 0.06 3.69 5.19 4.78
72 49 63 1266.91 2.46 0.21 3.59 4.95 4.56
74 63 65 1266.91 8.11 0.12 3.59 4.63 4.56
76 65 67 2480.01 3.16 2.44 7.03 27.99 15.81
78 67 69 2454.01 4.54 2.05 6.96 22.49 15.51
80 69 71 928.01 1.50 0.33 2.63 3.13 2.56
82 71 73 -597.99 0.89 0.22 1.70 1.42 1.13
84 73 75 -597.99 4.31 0.69 3.82 9.49 8.18
86 75 77 -604.49 4.40 0.63 3.86 9.53 8.34
88 77 79 -610.99 4.48 0.64 3.90 9.73 8.51
90 65 79 -1213.11 2.19 0.06 3.44 4.31 4.21
92 79 81 -1824.09 23.28 1.04 5.17 9.35 8.95
94 81 R2 -1824.09 1.16 0.01 1.29 0.31 0.31
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 29 of 30
Appendix C
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST Avail.
gpm ft ft ft % Hp $ $ ft
----------------------------------------------------------------------------------------
BP1 0.00 253.65 240.95 -12.7 75.00 0. 0.0 -1.3 286.8
BP2 0.00 247.18 245.95 0.0 75.00 0. 0.0 -1.4 280.4
N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
gpm ft ft ft psi
------------------------------------------------------------------------------
1 0.00 304.65 43.00 261.65 113.38
3 0.00 303.94 45.00 258.94 112.21
5 0.00 302.67 43.50 259.17 112.31
7 0.00 300.16 44.00 256.16 111.00
9 39.00(2.00) 299.90 45.00 254.90 110.46
11 0.00 299.70 45.00 254.70 110.37
13 39.00(2.00) 299.34 45.00 254.34 110.21
15 0.00 299.21 45.00 254.21 110.16
17 39.00(2.00) 298.88 45.00 253.88 110.01
19 0.00 298.68 45.00 253.68 109.93
21 0.00 298.51 46.00 252.51 109.42
23 0.00 299.71 46.00 253.71 109.94
25 13.20(2.00) 299.65 46.00 253.65 109.91
27 50.00(2.00) 298.91 49.00 249.91 108.29
29 0.00 286.95 43.50 243.45 105.50
31 0.00 286.95 43.50 243.45 105.50
33 0.00 286.95 43.50 243.45 105.50
35 0.00 286.95 43.50 243.45 105.50
37 0.00 286.95 41.50 245.45 106.36
39 0.00 286.95 41.50 245.45 106.36
41 0.00 286.95 40.00 246.95 107.01
43 0.00 286.95 40.00 246.95 107.01
45 0.00 286.95 40.00 246.95 107.01
47 0.00 286.95 41.00 245.95 106.58
49 13.20(2.00) 288.18 41.00 247.18 107.11
51 0.00 290.56 47.00 243.56 105.54
53 20.00(2.00) 292.78 48.00 244.78 106.07
55 0.00 295.06 48.00 247.06 107.06
57 0.00 296.80 48.00 248.80 107.81
59 0.00 296.80 48.00 248.80 107.81
61 0.00 297.70 47.00 250.70 108.64
63 0.00 285.50 38.00 247.50 107.25
65 0.00 277.27 42.00 235.27 101.95
67 26.00(2.00) 271.67 46.00 225.67 97.79
69 1526.00( ** ) 265.08 50.00 215.08 93.20
71 1526.00( ** ) 263.25 44.00 219.25 95.01
73 0.00 264.36 40.00 224.36 97.22
75 6.50(2.00) 269.36 33.00 236.36 102.42
77 6.50(2.00) 274.39 37.00 237.39 102.87
79 0.00 279.51 43.00 236.51 102.49
81 0.00 303.83 56.00 247.83 107.39
I-BP1 0.00 299.65 46.00 253.65 109.91
I-BP2 0.00 288.18 41.00 247.18 107.11
R1 ---- 305.00 290.00 15.00 6.50
R2 ---- 305.00 290.00 15.00 6.50
O-BP1 0.00 286.95 46.00 240.95 104.41
O-BP2 0.00 286.95 41.00 245.95 106.58
Ocean Kamp Project March 12, 2020
City of Oceanside Dexter Wilson Eng., Inc.
Computer Hydraulic Model Job 921-003
Page 30 of 30
Appendix C
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
psi psi
--------------------- ---------------------
1 113.38 R1 6.50
5 112.31 R2 6.50
3 112.21 69 93.20
7 111.00 71 95.01
9 110.46 73 97.22
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
76 7.03 2 0.67
78 6.96 20 1.05
92 5.17 22 1.05
6 4.20 16 1.16
8 4.20 18 1.16
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME gpm TITLE
--------------------------------------------
R1 1480.31
R2 1824.09
NET SYSTEM INFLOW = 3304.40
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 3304.40
***** HYDRAULIC ANALYSIS COMPLETED *****
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