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<br />.. <br /> <br />3.6.1 Flaming Gorge Monthly Operation <br /> <br />Operating on a monthly basis, Reclamation informs Western of the amount of <br />water in Flaming Gorge Reservoir which will be released. Western then <br />schedules daily releases to maximize revenues and to balance the load on the <br />transmission grid. A general rule is that peak electrical demand is highest <br />during the summer air conditioning and the winter heating seasons. Peak <br />summer months are July, August, and September and winter peak months are <br />December, January, and February. These general demand patterns vary on a <br />yearly basis, reflecting changes in the general climate and power use <br />patterns. <br /> <br />3.6.2 <br /> <br />Flaming Gorge Daily Operation <br /> <br />On a daily basis, releases from the dam can fluctuate from a minimum of about <br />800 cfs to a maximum of about 4,200 cfs, solely from a power system need to <br />provide adequate generation to meet power commitments. The lower releases <br />usually occur at night and on Sunday while the higher releases occur during <br />the daytime hours, thus matching power demand patterns. Changes from low to <br />high flows occur at a specified "ramping rate", which during normal conditions <br />is limited to about 300 cfs per minute and during emergency conditions to <br />about 500 cfs per minute. In actual practice, this rate has been constrained <br />to about 100 cfs per minute to limit the impacts of rapid river stage changes. <br /> <br />Changes in releases at the darn, which can be quite dramatic, are more subdued <br />when viewed by observers downstream. By the time the water reaches the <br />confluence of the Yampa River, the stepped releases at the darn more resemble a <br />normal (sinusoidal) hydrograph with no apparent ramping patterns being <br />evident. Bank and pool storage and release accounts for the majority of the <br />attenuation, between the darn and the confluence of the Yampa River. This <br />resulting in minimum flows at the Yampa confluence that are higher than at the <br />dam and maximum flows that are lower. <br /> <br />The range of daily fluctuation is closely tied to the average daily release <br />volume, which is in turn related to the monthly release volume specified by <br />Reclamation. During low runoff years such as 1987 and 1988, low monthly <br />volumes resulted in substantial periods of minimum releases while maximum <br />releases were only about 2,000 cfs. During high runoff years extremely high <br />monthly volumes dictated that the power plant.be operated at maximum capacity <br />continuously with little or no daily fluctuation. During low water years <br />releases are held at a minimum and little fluctuation occurs. <br /> <br />In addition to this constant high power plant discharge, extreme runoff years <br />sometimes also dictate the use of additional release capability through the <br />jet tubes to the concrete spillway. The Operating Criteria instructs that <br />these power plant bypasses be strictly minimized for reasons stated earlier. <br />In order to comply with this provision, runoff forecasts and operational <br />strategies are carefully prepared; winter and spring releases are often <br />calculated solely as a function of changing snow pack and forecast conditions. <br /> <br />3-8 <br />