crfs technical meeting lc operations update march 29, 2011

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CRFS Technical Meeting LC Operations Update March 29, 2011

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Page 1: CRFS Technical Meeting LC Operations Update March 29, 2011

CRFS Technical MeetingLC Operations Update

March 29, 2011

Page 2: CRFS Technical Meeting LC Operations Update March 29, 2011

Topics• Operations Update• Research Efforts

– Real Time Evaporation– Development of streamflow

projections– Comparison of streamflow

projections and operational impacts• Probabilistic Mid-Term Operations

Model

Page 3: CRFS Technical Meeting LC Operations Update March 29, 2011

24-Month Study

ProjectedPowell

WY Unreg Inflow

ProjectedPowell Apr- Jul Unreg Inflow

ProjectedLake Powell

EOWY Elevation

w/ 8.23 maf Release

Projected Glen

Canyon WY

Release

Projected Amount of EQ

Release

ProjectedLake Mead EOWY

Elevation

Probability of EQ

Jan2010

110%13.2 maf

120%9.5 maf 3663.31 ft 11.36 maf 3.13 maf 1105.00 ft 76%

Feb 2010

105% 12.6 maf

113% 9.0 maf 3657.85 ft 11.48 maf 3.25 maf 1105.00 ft 71%

Mar 2010

105% 12.7 maf

116%9.2 maf 3658.16ft 11.63 maf 3.40 maf 1105.00 ft 97%

Summary of Lake Powell and Lake Mead OperationsReview of 24-Month Study 2011 Water Year Projections

In 2011, the Equalization Elevation is 3643 ft.

Page 4: CRFS Technical Meeting LC Operations Update March 29, 2011

895

3,643

3,575

3,370

1,22025.877 maf

0.0 maf

2.0 maf

Dead Storage

1.9 maf

Dead Storage

0.0 maf

9.5 maf

Lake Powell Lake Mead

Published March 2011 Projection for September 30, 2011

Equalization Elevation

3,70024.322 maf

Not to Scale

3632.49 Feet

1105.00 Feet

Apr-Jul Forecast = 9.2 MAF(116% Average)

11.63 MAF

1,105 11.9 maf

Page 5: CRFS Technical Meeting LC Operations Update March 29, 2011

End of Water Year 2011

Lake Mead elevation end of WY 2011: 1105.00 feet

• Downstream water use during CY2011 has been lower than expected

• January storms and flooding along the Virgin River resulted in an initial increase to Lake Mead’s elevation of approximately 1.5 – 2.0 feet

• Since January, dry conditions have persisted in the Southwest

Page 6: CRFS Technical Meeting LC Operations Update March 29, 2011

Lower Basin Side InflowsGlen Canyon to Hoover in WY/CY 20111,2

Month in WY/CY 2011Total Intervening Flow

Glen Canyon to Hoover(KAF)

Total Intervening Flow Glen Canyon to Hoover

(% of Average)

Difference From 5-Year Average

(KAF)

HISTORY

October 2010 80 145% +25

November 2010 13 24% -41

December 2010 248 435% +191

January 2011 75 99% -1

February 2011 84 91% -8

PROJECTED

March 2011 80

April 2011 60

May 2011 49

June 2011 23

July 2011 50

August 2011 109

September 2011 70

October 2011 59

November 2011 48

December 2011 99

WY11 Totals 941 121% +166

CY11 Totals 806 99% -9

1Values were computed with the LC’s gain-loss model for the 24-month study2Percent of average are based on the 5-year mean from 2005-2009 in CY 2010 and the 5-year mean from 2006-2010 in CY 2011.

Page 7: CRFS Technical Meeting LC Operations Update March 29, 2011

Water Year 2011 Projected Operations

• August 2010 Most Probable 24-Month Study projected Lake Mead elevation on Jan 1, 2010 to be 1086.38 feet

• ICS Surplus Condition to govern Lake Mead operations

• Mexico deliveries may be reduced– Minute 318 signed to allow Mexico to store up

to 260 KAF through 2013

Page 8: CRFS Technical Meeting LC Operations Update March 29, 2011

1,045

1,055

1,065

1,075

1,085

1,095

1,105

1,115

1,125

1,135

1,145

1,155J

an

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Lake Mead End of Month ElevationProjections from January 2011 24-Month Study Inflow Scenarios

Historical Elevations

January 2011 Probable Minimum (9.00 maf release from Lake Powell in WY 2011)

January 2011 Most Probable (11.36 maf release from Lake Powell in WY 2011)

January 2011 Probable Maximum (12.76 maf release from Lake Powell in WY 2011)

The projected elevations in this graph are based on reservoir modeling under three possible inflow scenarios: 1) The minimum probable inflow scenario reflects a dry hydrologic condition which statistically would be exceeded 90% of the time; 2) the most probable inflow scenario reflects a median inflow condition which statistically would be exceeeded 50% of the time; and 3) the maximum probable inflow scenario reflects a wet hydrologic condition which statistically would be exceeded only 10% of the time. There is approximately an 80% probability that the future elevation will fall inside the shaded region. There are possible inflow scenarios that would result in reservoir elevations falling outside the range indicated in this graph.

Page 9: CRFS Technical Meeting LC Operations Update March 29, 2011

Real Time Evaporation At Lake Mead

• 5-Year cooperative project with the USGS• Measure and obtain hourly evaporation

rates (and other parameters) from Lake Mead

• Develop new monthly coefficients for use in long-term modeling efforts

• Maintain program into the future

Page 10: CRFS Technical Meeting LC Operations Update March 29, 2011

Comparison to Evaporation Rates in 24 Month Study

Month24-Month Study

Calculated Evaporation (KAF)

Measured Evaporation from

USGS (KAF)*Difference (KAF)

February 2010 30 11 19

March 2010 33 20 13

April 2010 41 23 18

May 2010 47 33 14

June 2010 55 21 34

July 2010 68 30 38

August 2010 72 34 38

September 2010 59 32 27

October 2010 42 33 9

November 2010 39 30 9

December 2010 30 11 19

January 2011 9 9 0

February 2011 10 15 -5

*provisional

Page 11: CRFS Technical Meeting LC Operations Update March 29, 2011

Impacts

• Will reduce error associated with 24-Month Study side inflow to Lake Mead term

• Since February 2010, side inflows would have been lower than previously calculated, most of the time

• Lower Basin is actively working with CBRFC to forecast side inflows as well

• Would like to keep project going, perhaps investigate bank storage

Page 12: CRFS Technical Meeting LC Operations Update March 29, 2011

Recent Research Efforts• Forced CBRFC RFS model with BCSD

climate dataset through 2099– 10-15% decrease in flows over Gunnison and

San Juan River Basins– 8% increase in flows over Green River Basin

• Compared impacts of streamflow projections derived using VIC and RFS to operations over the San Juan– RFS flows generally lower over water year– Seasonal RFS flows above Navajo are higher

Page 13: CRFS Technical Meeting LC Operations Update March 29, 2011

Development of New Probabilistic Mid-Term Operations Model• Motivation is to better quantify range of uncertainty

associated with mid-term operations forecasts• Being developed by CADSWES graduate student in

collaboration with Reclamation’s Modeling Work Group• Developed in parallel with the 24-Month Study model• Simulation horizon of 2-10 years• Input is range of probable inflows

– First and part of second year based on CBRFC’s ESP forecasts– On-going research to develop forecasting techniques beyond 2

years (being done by student developing model)• Results expressed in probabilistic terms• Target end of 2011 for first version of completed model

Page 14: CRFS Technical Meeting LC Operations Update March 29, 2011

Lower Colorado RiverOperations

For further information: http://www.usbr.gov/lc/region