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<br />I <br /> a-l0 <br />I <br />I OURAY RANCH PROJECT <br /> PHASE 2 <br />I 25YR SNOWMELT PLUS 25YR RAINFALL <br /> FIGURE 3 <br /> CASE 3 <br />I AVERAGE (1) AVERAGE STORAGE TOTAL RESERVOIR <br />TIME INFLOW OUTFLOW CHANGE STORAGE LEVEL <br /> It OJ- Qt S h <br />I <br />Day 1 536,185a-f 8279.70 <br /> 2200cfs 1600cfs +1190a-f <br />I Day 2 537,375 79.67 <br /> 2700 2200 +1190 <br />Day 3 Hr 0 538,565 79.83 <br />I 3200 2700 + 165 <br /> Hr 4 538,730 79.86 <br /> 3200 2700 + 165 <br /> Hr 8 538,895 79.88 <br />I 3200 2700 + 165 <br /> Hr 12 539,060 79.90 <br /> 3440 3200 + 79 <br />I Hr 16 539,139 79.91 <br /> 3690 3200 + 162 <br /> Hr 20 539,301 79.94 <br /> 4000 3200 + 264 <br />I Day 4 Hr 0 539,565 79.97 <br /> 5160 4000 + 383 <br /> Hr 4 539,948 80.02 <br />I 6810 5200 + 532 <br /> Hr 8 540,480 80.10 <br /> 8700 5200 +1157 <br />I Hr 12 541,637 80.26 <br /> 7700 5200 + 826 <br /> Hr 16 542,463 80.38 <br /> 6180 5200 + 324 <br />I Hr 20 542,787 80.42 <br /> 5240 5000 + 79 <br /> Day 5 Hr 24 " 542,866 80.44 <br />I 4220 4200 + 7 <br />Day 6 542,873 80.44 <br /> 2620 3500 { 291} <br />I Day 7 542,582 80.40 <br /> NOTES: 1) Inflows are calculated using 25yr peak snow melt <br /> flow of 3600cfs, distributed as per Case 1, and <br />I 25yr peak 24hr rainfall flow of 5720cfs distrib- <br /> uted as per Case 2, with both flow peaks occur- <br /> ring simultaneously. <br />I <br />I <br /> <br />