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<br />J <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 />The results of the analysis are shown on Table / 111-7. The average <br /> <br /> <br />annual divertable flows to Union Park Reservoir is 79,750 acre-feet <br /> <br /> <br />per year. Due to the size of the reservoir, the average annual <br /> <br /> <br />divertable flow is equal to the projects firm annual yield. <br /> <br />2. <br /> <br />Approach 2: Simul ation of the River system under different <br />operating conditions. <br /> <br />In thi s approach II. 'd. Wheel er & Associ ates' Model was used to <br /> <br /> <br />detennine the divertable flow to the Union Park Reservoir. The <br /> <br /> <br />following Scenarios were modeled and yield of the Union Park <br /> <br /> <br />Reservoir was determined for each Scenario. <br /> <br />Approach 2 / Scenario 1 <br />r~inimum streamflows used are those decreed by CI~C3 as shown in Table <br />/ III-5. <br />Assumptions: <br /> <br />1) Basic data used were the recorded stred,"flow data of Taylor <br />River below Taylor Park Dam, corrected for historic changes in <br />reservoir storage in Taylor Park Reservoir to represent virgin Flows <br />at Taylor Park Dam for the year of the study periOd L950-L986. A <br />monthly time step was used in the Model. <br /> <br />-32- <br />