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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 />OQG~-74' <br /> <br />For evaluation purposes, hydrographs of the average monthly flows for three "dry" years, <br /> <br />three "average" years and three "wet" years and for the minimum year and maximum year <br /> <br />are also shown in Appendix O. Comparisons for Scenario 1, lA and 18 are shown on <br /> <br />Figures 0-1 through 0-15. <br /> <br />4.2 SCENARIO NO.2 IMPACfS <br /> <br /> <br />Scenario No. 2 was the same as Scenario No. 1 with the addition of the <br /> <br /> <br />consolidated Three Forks Reservoir Project to the system. AIl reservoirs were modeled <br /> <br /> <br />assuming one-fill operations. The main modeling assumptions used for the Three Forks <br /> <br />Project are discussed in Section 3.2.3 of this report. <br /> <br />Anticipated industrial demands on Three Forks Reservoir storage water is unknown <br /> <br />at this time. To quantify realistic demands the reservoir could meet every month of the <br /> <br /> <br />study period, WWC performed a firm yield study with WIRSOS. A previous study by <br /> <br /> <br />WWC (SWEC, November 1984) indicated a firm yield of about 90,000 acre-feet per year <br /> <br /> <br />or a constant demand of 123 c.f.s. Therefore, the initial run of Scenario No.2 used the <br /> <br /> <br />constant industrial demand of l23 c.f.s. upon the reservoir. Modeling results showed that <br /> <br />this industrial demand was not met approximately 13 percent of the time. The reservoir <br /> <br />was in dead storage during these times and storage water was not available for industrial <br /> <br />diversion. Therefore, additional runs were performed with lower demands until the <br /> <br />reservoir could satisfy these demands about every month. The last WIRSOS run made <br /> <br />utilized an industrial storage demand of 80 c.f.s. This demand was met more than 99 <br /> <br />39 <br />