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Last modified
8/11/2009 11:32:56 AM
Creation date
8/10/2009 3:59:40 PM
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UCREFRP
UCREFRP Catalog Number
7748
Author
Western Water Consultants, I.
Title
Final Report on Little Snake River Depletions by Pot Hook, Three Fork and Powder Wash Rights.
USFW Year
1990.
USFW - Doc Type
Laramie, WY.
Copyright Material
NO
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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />percent of the time, therefore the firm yield of Three Forks Reservoir for this study is <br />approximately 80 c.£s (58,000 acre-feet per year). The reasons for the difference between <br />this firm yield of 58,000 acre-feet per year and the 90,000 acre-feet per year calculated in <br />a 1984 study could be: 1) the use of different models, i.e. the 1984 study used the <br />OPSTUDY model and this study used WIRSOS, and 2) Scenario No. 2 modeled the Little <br />Snake River Basin with the Three Forks, Pot Hook and Sandstone Projects, and the 1984 <br />study considered only Three Forks. <br />Scenario No. 2 flows at Lily for the 80 c.f.s. demand WIRSOS run are presented <br />in Table D.9. The average annual flow at Lily for the 80 c.f.s. demand was calculated <br />to be 210,406 acre-feet. A comparison between Scenario No. 2 flows and Scenario No. <br />1 flows is presented in Table D.10. Average annual flows at Lily for Scenario No. 2 (80 <br />c.f.s. demand) are 61,080 acre-feet lower than the Scenario No. 1 Lily flows. As shown <br />on Table D-11, the average annual reduction in flow for Scenario No. 2 from the WDB <br />is 95,762 acre-feet. These reductions are also shown in hydrograph format on Figure D- <br />16 through D-20. <br />4.3 SCENARIO NO. 3 IMPACTS <br />Scenario No. 3 was the same as Scenario No. 2 with the addition of the Powder <br />Wash Project to the system. All reservoirs were modeled assuming one-fill operations. <br />The main modeling assumptions used for the Powder Wash Project are discussed in <br />Section 3.2.2 of this report. <br />40 <br />
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