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PROJ00235
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Last modified
2/1/2011 3:47:18 PM
Creation date
10/5/2006 11:44:57 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153633
Contractor Name
Greeley, City of
Contract Type
Loan
Water District
3
County
Larimer
Bill Number
HB 91-1006
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />'I <br /> <br />4,3 WATER SUPPLY <br /> <br />Hourglass Reservoir has a drainage area of 0,74 square miles. While this small drainage area <br />contributes runoff into the reservoir, a major part of the water stored in the reservoir is water <br />released from Comanche Dam, Water is carried to Hourglass Reservoir through a short channel <br />extending from the Comanche Dam Hourglass outlet. <br /> <br />The water supply study done by Morrison-Knudsen Engineers, Inc. (MKE) as a part of the <br />feasibility study for rehabilitation of Comanche Dam and Reservoir of 1986, indicates an average <br />annual inflow of 6,250 acre-feet per year for the period 1950 through 1983, An average storable <br />flow of 2,900 acre-feet per year based on April through June runoff is also given, The <br />Comanche Reservoir's 11.9 square mile drainage area is adjacent to and similar to the <br />Hourglass Reservoir 0,74 square mile drainage area, It follows that the storage flow from the <br />Hourglass Reservoir drainage is about 6.2 percent of that of the Comanche Reservoir drainage <br />or 180 acre-feet per year, There are no records of Hourglass Reservoir inflow from Comanche <br />Dam, <br /> <br />MKE made operation studies of Comanche Reservoir, based on the calculated 2,900 acre-feet <br />per year storable inflows, The Hourglass Reservoir storage capacity was not taken into account <br />in these studies. A rudimentary analysis of the MKE operation studies shows that a safe yield <br />of 530 acre-feet per year, or an annual empty reservoir yield of 430 acre-feet per year is <br />theoretically possible using the full capacity of Hourglass Reservoir, <br /> <br />The Option 1 potential 430 acre-feet of safe yield from Hourglass Reservoir, up to its full <br />capacity, will be subject to operating criteria, Such water would have to be released <br />downstream prior to accumulation of seepage losses as inflows diminish below seepage loss <br />rates in the fall, Option 2 would provide a degree of seepage reduction in order to facilitate <br />storing the potential 530 acre-feet of safe yield, <br /> <br />4.4 SEDIMENT <br /> <br />Sediment yield above Hourglass Reservoir is estimated from the Colorado Land Use Commission <br />sediment yield map of 1974, This information is based on surveys of reservoir sediment <br />accumulations of 25 years and longer, Much of the information was obtained from small <br />reservoirs with small drainage basins, <br /> <br />4-8 <br />
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