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Last modified
9/26/2011 8:31:55 AM
Creation date
7/10/2008 2:15:40 PM
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Decision Support Systems
Title
CRDSS Task 1.5 - Variable Efficiency Evaluation - Compare StateMod Variable Efficiency and Soil Moisture Accounting Historic Model Results to Previous CRDSS Model Results and Historic Measurements
Description
The purpose of this task was to run the monthly Historic Yampa River Basin model with the irrigation requirement file (*.ddc) created in Task 1.2 and the baseflows developed in Task 1.3.
Decision Support - Doc Type
Task Memorandum
Date
11/5/2001
DSS Category
Surface Water
DSS
Colorado River
Basin
Colorado Mainstem
Contract/PO #
C153933, C154062
Grant Type
Non-Reimbursable
Bill Number
SB92-87, HB93-1273, SB94-029, HB95-1155, SB96-153, HB97-008
Prepared By
Leonard Rice Engineering
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Figure 4 <br />Gaged and Simulated Average Streamflow -Dry Year (1977) <br />60000 <br />.-. 50000 <br />t <br />r <br />0 <br />~ 40000 <br />N <br />w <br />N <br />L <br />tUp 30000 <br />O <br />LL <br />~ 20000 <br />R <br />L <br />a ioooo <br />OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP <br />^Gaged OPrevious CRDSS DEnhanced <br />During the Previous CRDSS StateMod modeling efforts, the maximum efficiency for the Yampa <br />River basin was limited to be 60 percent. Therefore, 60 percent was used in the Enhanced <br />analysis. The StateCU analysis shows that about 20 percent of the structures represented in the <br />Yampa River Basin simulation have late irrigation season calculated efficiencies equal to the <br />maximum (60 percent). Amore detailed study of basin-wide conveyance and application <br />efficiencies may result in a lower maximum efficiency. A preliminary analysis showed that if <br />the basin-wide maximum efficiency was set to 55 percent instead of 60 percent, dry-year <br />simulated streamflows using variable efficiency and soil moisture accounting would more <br />closely represent measured streamflows. <br />Again, as the system is more accurately represented by using the variable efficiency approach <br />instead of average efficiencies, a more accurate understanding of maximum efficiencies, coupled <br />with a better understanding of return flow locations and distribution of gains to ungaged <br />tributaries, is necessary for improved calibration. <br />Wet-Year Stream~a~e Comparison <br />Both the Previous CRDSS and Enhanced simulations are good predictors of measured <br />streamflows during wet years, as shown in Figure 5 for the representative wet year 1984. <br />During wet years when more water is available for diversions, the efficiencies are generally <br />lower (i.e. less of the diverted water is actually required) and more water returns to the river. <br />Note that a change in the basin-wide maximum efficiency used for the simulation would not be <br />VariableEff Taskl-5 6 of 17 November 5, 2001 <br />
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