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PROJ00259
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Last modified
11/19/2009 11:43:14 AM
Creation date
10/5/2006 11:45:56 PM
Metadata
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Loan Projects
Contract/PO #
C153424
Contractor Name
Colorado River Water Conservation District
Water District
0
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />Total <br /> <br />57,100 <br />230,700 <br />62,300 <br />350,100 <br /> <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br /> <br />acre-feet per year. There are numerous other smaller transbasin <br />diversions. The major transbasin diversions are itemized below. <br /> <br />TRANSBASIN DIVERSION <br /> <br />AVERAGE ANNUAL FLOW <br />(acre-feet) <br />1973 - 1983 <br /> <br />Moffat Tunnel <br />Adams Tunnel <br />Roberts Tunnel <br /> <br />The total consumptive use above the Cameo gage (not including <br />transbasin diversions) has been estimated using USBR C.R.S.S. data <br />base data to be 712,500 acre-feet/yr during the period 1973 -1983. <br />Most of this consumptive use is irrigstion wi th the remainder being <br />municipal. <br /> <br />In summary, the flow of the Colorado River above Cameo is <br />only partially regulated. The long term natural (virgin) average <br />annual flow is 3,007,000 acre-feet; of this 712,500 acre-feet (24%) is <br />consumptively used, and about 350,000 acre-feet (12%) is exported. <br />There is 1,048,220 acre-feet of maj or storage in the basin which is <br />used to regulate flows on the west slope as well as flows to the <br />transbasin diversions. <br /> <br />III-2 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />II <br /> <br />2. Project Area <br /> <br />a. General <br /> <br />The watershed which supplies the project ranges in eleva- <br />tion from 5500 ft near the northern edge to as high as 11,000 ft in <br />the Mamm Creek and Beaver Creek basins. The high altitude portions of <br />the basins retain snow until June each year while the lower portions <br />of the basins experience snowmelt during April and May. This spring <br />snowmelt aspect of the watersheds is typical of the upper Colorado <br />River Basin. <br /> <br />The project area hydrology is exemplified by the flow at <br />the gage on l{est Divide Creek near Raven. This gage, which is imme- <br />diately above the project area, is representative of the flow from <br />many of the project area tributaries. The monthly flow distribution <br />is shown below: <br />
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