yellowtail flood pool reallocation study - bureau of reclamation

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Yellowtail Flood Pool Reallocation Study Yellowtail Flood Pool Reallocation Study Douglas J. Clemetson Chief, Hydrology Section U.S. Army Corps of Engineers Omaha, Nebraska Douglas J. Clemetson Chief, Hydrology Section U.S. Army Corps of Engineers Omaha, Nebraska Big Horn River System Long-Term Issues Group January 17, 2008 Big Horn River System Long-Term Issues Group January 17, 2008

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Page 1: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Yellowtail Flood Pool Reallocation Study

Yellowtail Flood Pool Reallocation Study

Douglas J. ClemetsonChief, Hydrology Section

U.S. Army Corps of Engineers Omaha, Nebraska

Douglas J. ClemetsonChief, Hydrology Section

U.S. Army Corps of Engineers Omaha, Nebraska

Big Horn River SystemLong-Term Issues Group

January 17, 2008

Big Horn River SystemLong-Term Issues Group

January 17, 2008

Page 2: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 2

US Army Corpsof EngineersOmaha District

Purpose

• Evaluate Change in Flood Reduction Benefits due to Reallocation of Flood Control Storage to Joint Use Storage for Yellowtail Dam and Bighorn Lake

Page 3: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 3

US Army Corpsof EngineersOmaha District

BIGHORN LAKE STORAGE ALLOCATIONDam Crest Elev. 3660.0

Top of Conservation Elev. 3547.00 (493,584 Acre - Feet)

Surcharge - 52,829 Acre-Feet3657 (1,328,360 AF)

Exclusive Flood Control - 258,331 Acre - Feet3640 (1,070,029 Acre - Feet)

Joint Use - 240,342 Acre - Feet3614 (829,687 Acre - Feet)

Top of Dead Elev. 3296.50 (16,008 Acre - Feet)

Active Conservation - 336,103 Acre - Feet

Inactive Conservation - 477,576 Acre - Feet

Dead - 16,008 Acre - Feet

Page 4: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 4

US Army Corpsof EngineersOmaha District

PROPOSED STORAGE ALLOCATIONDam Crest Elev. 3660.0

Top of Conservation Elev. 3547.00 (493,584 Acre - Feet)

Surcharge - 52,829 Acre-Feet3657 (1,328,360 AF)

Exclusive Flood Control - 190,846 Acre - Feet3645 (1,137,514 Acre - Feet)

Joint Use - 307,827 Acre - Feet3614 (829,687 Acre - Feet)

Top of Dead Elev. 3296.50 (16,008 Acre - Feet)

Active Conservation - 336,103 Acre - Feet

Inactive Conservation - 477,576 Acre - Feet

Dead - 16,008 Acre - Feet

Page 5: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 5

US Army Corpsof EngineersOmaha District HECHEC--ResSimResSim

(Reservoir Evaluation System-Simulation)

• Single or Multiple Reservoir Systems• Flood Control• Hydropower• Water Supply (M&I, Irrigation, etc)• Diversions• Navigation• Flow Targets (Max & Min)• POR or Event Simulation

Page 6: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 6

US Army Corpsof EngineersOmaha District Data Requirements

• Daily Streamflow 1967-2007• Daily Reservoir Inflow, Outflow, Storage• Daily Precipitation, Evaporation• Elevation-Area-Capacity Relationships• Spillway & Outlet Rating Curves • Downstream Discharge-Damage Functions• Reservoir Operating Criteria/Storage Zones• Project Design Floods

Page 7: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 7

US Army Corpsof EngineersOmaha District

BillingsBillings

HardinHardin

BighornBighorn

ForsythForsyth

Miles CityMiles City

SidneySidney

Bighorn LakeBighorn Lake

Bigh

orn

Riv

er

Bigh

orn

Riv

erYellowstone River

Yellowstone River

St. XavierSt. Xavier

GlendiveGlendive

Schematic of ResSim Control PointsSchematic of ResSim Control Points

Page 8: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 8

US Army Corpsof EngineersOmaha District ResSim Outputs

• Flows at D/S Control Points• Pool Elevation• Storage• Reservoir Releases

Page 9: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 9

US Army Corpsof EngineersOmaha District

Sample ResSim Graphical OutputSample ResSim Graphical Output

Page 10: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 10

US Army Corpsof EngineersOmaha District

Bighorn River at St. Xavier

0

5000

10000

15000

20000

1995 1996 1996 1997 1998 1999 2000Fl

ow in

CFS

Baseline

Pool Raise

Flow Frequency Curve

0.1199 95 90 80 50 20 10 5

2 105 20 100 1000

10000

100000

1000000

Exceedance Probability

Flow

(cfs

)

expected probcomputed curveupper 90%lower 90%data

Return PeriodFlow Duration

0

4000

8000

12000

16000

0 20 40 60 80 100

Percent of Time Flow Exceeded

Flow

in C

FS

Baseline

Pool Raise

Note: This information is for Illustrative purposes only and does not represent study results

Note: This information is for Illustrative purposes only and does not represent study results

Page 11: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 11

US Army Corpsof EngineersOmaha District

Yellowstone River Bighorn to Miles City

0

2000

4000

6000

8000

10000

12000

14000

40 60 80 100 120 140 160

Discharge in 1,000 CFS

Dam

ge in

$1,

000

RESIDENTIALCOMMERCIALPUBLIC/OTHERCROPNON-CROPTRANSPORTATIONTOTAL

Example Discharge Damage CurvesExample Discharge Damage Curves

Page 12: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 12

US Army Corpsof EngineersOmaha District

Page 13: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 13

US Army Corpsof EngineersOmaha District

Page 14: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 14

US Army Corpsof EngineersOmaha District Schedule

• Jan 08 – Kickoff Meeting• Jun 08 – Baseline • Sep 08 – Pool Raise • Nov 08 – Report

Page 15: Yellowtail Flood Pool Reallocation Study - Bureau of Reclamation

Slide 15

US Army Corpsof EngineersOmaha District Questions??Questions??