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PROJ00533
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:56 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153367
Contractor Name
International Engineering Company
Water District
0
County
Rio Blanco
Bill Number
XB 99-999
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 />6. <br /> <br />Store flows in excess of diversion demands. If there <br />remalnlng in the river after meetin9 the direct diversion demand <br />space is available, water could be stored in either reservoir. <br /> <br />is flow <br />and if <br /> <br />In the base condition, there are two reservoirs on two sub-basins of <br />the North Fork. The following operating criteria were established for <br />the reservoirs: <br /> <br />a) When there is water available for storage, store Lost Creek flows <br />in Lost Park Reservoir up to the available streamflow amount or <br />reservoir capacity. <br />b) Next, store available water from the North Fork in Ripple Reservoir. <br />c) The reservoirs are allowed to store up to the decreed amount one <br />time per year. <br />d) Evaporation of 1.58 feet per year was applied, amounting to a <br />volume of about 1600 acre-feet per year. <br /> <br />The simulation period started in January 1953 with the reservoirs assumed to <br />be full. In the first runs under the base condition, no consideration was <br />given to minimum streamflows other than the volume bypassed to satisfy the <br />senior water rights. Later, base conditions were adjusted to reflect <br />constraints in certain months. For the base condition in which no <br />consideration was given to minimum flows, the maximum demand for storage <br />occurred in late 1977 and early 1978 and required approximately 40,000 <br />acre-feet of active storage capacity. <br /> <br />The next phase of the operation studies concentrated on the selected <br />alternatives with storage at Avery, Sawmill Mountain, and Warner Point. <br /> <br />Avery and Sawmill Mountain Alternatives <br />Both Avery and Sawmill Mountain are off-channel reservoirs located on Big <br />Beaver Creek. The water diverted from the upper reaches of the North Fork <br />would be that needed for storage and for supply to the agricultural and coal <br />demands. When available, water for oil shale, municipal, and domestic <br />demands would remain in the river for diversion downstream. <br /> <br />V-9 <br />
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