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r <br /> <br /> <br /> <br /> <br /> <br /> <br />r <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />1 <br /> <br />Powder Wash Project are discussed in Section 3.2.2 of this report. <br />As with Scenario No. 3, a firm yield study of Little Snake Reservoir was performed. <br />The final WIRSOS run was made with a constant power release demand of 160 c.f.s. This <br />was found to be the highest demand that could be met 100 percent of the time, therefore, <br />the results of this run were used to determine the impact of the Powder Wash Project <br />upon the flows at Lily, Colorado. <br />The Scenario No. 5 flows at Lily are presented in Table D.17. The average annual <br />flow at Lily for Scenario No. 5 was calculated to be 296,722 acre-feet. A comparison <br />between Scenario No. 5 flows and the Water Development Baseline flows is presented in <br />Table D.18. Average annual flows at Lily for Scenario No. 5 are 9,446 acre-feet lower <br />than the Water Development Baseline flows. Hydrographs comparing the flows at Lily <br />under Scenario No. 5 are shown on Figure D-31 through D-35. <br />4.6 SUMMARY OF RESULTS <br />A summary of the WIRSOS modeling results is presented in Table 6. Because the <br />effects of the projects will be monthly, hydrographs are presented. Each Scenario is <br />compared on five hydrographs. The first depicts the variation during the average of three <br />dry years, 1931, 1955 and 1961. The second for the average of the three average years, <br />1941, 1951 and 1956. The third for the average of three wet years, 1932, 1962 and 1979. <br />Hydrographs for the driest year (1977) and wettest year (1952) are also presented. <br />43 <br />