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<br />-:0.:-:.",;:,__ <br /> <br />.;"--,. <br /> <br />'."":-'~':~~-k:,:.:r~;...]~~:/~:~j-. <br /> <br />-:'"-:~'- <br /> <br />'0'''-' <br />'.. . <br /> <br />"-:' ,'J:;. -~'.~;.:;;'::i-- <br /> <br />'.".' <br /> <br />250 <br /> <br />ESTIMATED RESERVOIR YIELD L8SJOO <br />COMPARISON OF RESERVOIRS <br /> <br /> 200 Red Min. U <br />- <br />~ <br />>< <br />, <br />t::>;.., 150 <br />..:::C <br />0 wI Eagle & Colo. <br />0 <br />0 <br />....-l ~ <br />--- 100 <br />Q Red Min. & WOlcott) <br />H <br />rT1 <br />--. Eagle <br />- <br />>-- <br /> 50 <br /> <br /> <br /> <br /> <br />o <br /> <br />o <br /> <br />100 <br /> <br />200 <br /> <br />300 <br /> <br />400 <br /> <br />STORAGE CAPACITY (1000 AF) <br /> <br />NOTES: <br />1 - Firm annual yield is defined as the constant volume of water that can be supported every year without <br />any shortage during the study period of t 951 through 1983. , <br />2 - The upper line indicates the yield relationship under ,he Exi sting Scenario without the Pumpback System and <br />the lower line indicates the yield relationship under the High Future Scenario with the Pumpback .system. <br />3 - Wolford A' displays the relationship for the alternative with the diversion intake above the Blue River. <br /> <br />Figure 5.2 <br /> <br />6..... __.I "-f ccw, <br />