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Last modified
8/11/2009 11:32:56 AM
Creation date
8/10/2009 3:36:15 PM
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UCREFRP
UCREFRP Catalog Number
7417
Author
U.S. Fish and Wildlife Service.
Title
Flaming Gorge Operations Study December 15, 1988-Preliminary Draft.
USFW Year
1988.
USFW - Doc Type
Denver, Colorado.
Copyright Material
NO
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2. Maximum Discharge <br />The maximum discharge shown in column 2 is used to constrain the <br />channel capacity below the reservoir so that he maximum release <br />cannot exceed the constrained release in column 7. <br />3. Power Plant Efficiency <br />Power plant efficiency is expressed as a percentage and is <br />converted to a fraction during power computations. The efficiency <br />can also be modeled as a function of head or station flow. For <br />the first calibration of the model a constant efficiency was <br />assumed to keep the number of variables at a minimum. As the <br />calibration process proceeds, the efficiency will be varied to <br />determine the sensitivity of the power operations. <br />4. Maximum Power Rating <br />This table is required and is set as a constant. This is the <br />maximum power which can be generated in any one month. HYDROSS <br />assumes that any discharge from the reservoir will go through the <br />power plant first; if the flow is enough to generate more than <br />this maximum power (using the formula above), the excess flow is <br />considered not used for generation. HYDROSS will not report <br />generated power above this value. <br />5. Target Reservoir Capacity <br />Target Capacity obtained from Randy Peterson, December 1986 (see <br />discussion below). <br />6. Modified Target Capacity <br />Modified target capacity to compensate for constrained August and <br />September releases (see discussion below). <br />7. Constrained releases <br />The Service, working with the Bureau, developed these flows to <br />test the theory that high flows in August and September are <br />detrimental to Squawfish larva below the Yampa confluence. These <br />releases are currently being tested by the Bureau and are being <br />simulated in this HYDROSS operation study. <br />8. Power Plant Outlet Capacity <br />Outlet capacity as a function of head is used to calculate the <br />tailwater elevation for power calculations. <br />9. tailwater Elevation <br />tailwater elevation as a function of head. This variable can be <br />expressed in terms of either a constant or a function of outlet <br />capacity (column 8) flow below the dam. <br />11
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