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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />OQllZ75 <br /> <br />percent of the time, therefore the firm yield of Three Forks Reservoir for this study is <br /> <br />approximately 80 d.s (58,000 acre-feet per year). The reasons for the difference between <br /> <br />this firm yield of 58,000 acre-feet per year and the 90,000 acre-feet per year calculated in <br /> <br />a 1984 study could be: 1) the use of different models, i.e. the 1984 study used the <br /> <br /> <br />OPSTUDY model and this study used WIRSOS, and 2) Scenario No.2 modeled the Little <br /> <br /> <br />Snake River Basin with the Three Forks, Pot Hook and Sandstone Projects, and the 1984 <br /> <br /> <br />study considered only Three Forks. <br /> <br /> <br />Scenario No. 2 flows at Lily for the 80 d.s. demand WIRSOS run are presented <br /> <br />in Table D.9. The average annual flow at Lily for the 80 c.f.s. demand was calculated <br /> <br />to be 210,406 acre-feet. A comparison between Scenario No.2 flows and Scenario No. <br /> <br />1 flows is presented in Table D.lO. Average annual flows at Lily for Scenario No.2 (80 <br /> <br />c.f.s. demand) are 6l,080 acre-feet lower than the Scenario No.1 Lily flows. As shown <br /> <br />on Table D-ll, the average annual reduction in flow for Scenario No.2 from the WDB <br /> <br />is 95,762 acre-feet. These reductions are also shown in hydrograph format on Figure D- <br /> <br />16 through D-20. <br /> <br />4.3 SCENARIO NO.3 IMPACfS <br /> <br />Scenario No. 3 was the same as Scenario No. 2 with the addition of the Powder <br /> <br />Wash Project to the system. All reservoirs were modeled assuming one-fill operations. <br /> <br />The main modeling assumptions used for the Powder Wash Project are discussed in <br /> <br />Section 3.2.2 of this report. <br /> <br />40 <br />