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<br />TABLE S.1
<br />
<br />OJ
<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 la1) laf/vrl laf/vrl.
<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 />wlEagle 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)
<br />
<br />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)
<br />
<br />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)
<br />
<br />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 />7
<br />
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