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<br />TABLE S.1 <br /> <br />SUMMARY OF FIRM ANNUAL YIELD FOR <br />SINGLE RESERVOIRS AND COMBINATIONS OF RESERVOIRS <br /> <br /> FIRM ANNUAL YIELD 1) <br /> RESERVOIR WITHOUT WITH <br />RESERVOIR OR CAPACITY PUMPBACK PUMPBACK <br />COMBINATIONS (af) (af/vr) (af/yr) <br />Wolford Mountain A' 2) 120,000 40,000 39,000 <br />w/Colo. diversion 120,000 49,000 43,000 <br />Wolford Mountain C 60,000 25,000 23,000 <br />Red Mountain 140,000 56,000 54,000 <br />Azure 85,000 48,000 48,000 <br />Wolcott w/diversion from:3) <br />Eagle & Colo. 350,000 138,000 135,000 <br />Eagle only 160,000 69,000 65,000 <br />Una 150,000 105,000 105,000 <br />Red Mountain & Wolcott 300,000 95,000 89,000 <br />w/Eagle diversion <br />Azure & Wolcott 245,000 120,000 114,000 <br />w/Eagle diversion <br />Red Mountain& Una 290,000 161,000 159,000 <br />Una & Wolford A' 270,000 154,000 148,000 <br />w/Colo. diversion <br /> <br />1) Firm annual yield is defined as the quantity of water that can be supplied every year without <br />shortage during the study period of 1951 through 1983. A projected high future-level of <br />water development was applied without and with pumpback to Dillon Reservoir from Green <br />Mountain Reservoir. <br /> <br />2) Wolford Mountain A' would receive inflow only from Muddy Creek, or alternatively, <br />supplement Muddy Creek storage with water diverted and pumped from the Colorado River. <br /> <br />3) Essentially all inflow to Wolcott would be pumped. For the 350,000 af High Wolcott, water <br />would be diverted and pumped from both the Eagle and the Colorado Rivers. For the <br />160,000 af Low Wolcott, water would be diverted and pumped from the Eagle River only. <br /> <br />5 <br />