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Last modified
7/14/2009 5:02:31 PM
Creation date
5/20/2009 10:25:34 AM
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UCREFRP
UCREFRP Catalog Number
7807
Author
Pick, T. A.
Title
Green River Tributaries Below Flaming Gorge Dam, Peak Flow Analysis.
USFW Year
1996.
USFW - Doc Type
Denver, Colorado.
Copyright Material
NO
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c. Duchesne River near Randl tt Utah - GS number -09302000. The <br />gauge has been in operation from 1943-1995. The gauge is reflective of the <br />runoff from 4247 square miles above the gauge. The average annual runoff past <br />the gauge is 398,900 acre-feet. <br />The records at the gauge are generally poor. There are large diversions for <br />irrigation, including transmountain diversions to the Great Basin through the <br />Duchesne and Strawberry Tunnels, Hobble Creek ditch, the Strawberry River, and <br />Willow Creek ditch above the gauge. The following reservoirs impact the flood <br />flows that pass the gauge: <br />Reservoir Name Storage Capacity <br />acre-feet Year First Started <br />Storing Water <br />-Strawberry 1,106, 500 1912 <br />Starvation 152,310 1969 <br />Moon Lake 35,760 1937 <br />Upper Stillwater 32,000 - <br />The combination of reservoir storage, transbasin diversions, and irrigation <br />diversions has a great impact on the larger peak flows. It is probable that the <br />smaller peak flows will result from reservoir releases and some flow from areas <br />located below the dams. <br />The annual peak flows vary from a high flow of 11,500 ft3/s on June 20, 1983, to <br />the lowest annual peak of 314 ft3/s on July 8, 1992. The earliest time that the <br />peak flow has occurred during any water year is March 22nd (1988). The latest <br />the peak flow has occurred is September 30th (1993). In general, the peak rate of <br />runoff occurs as the result of snowmelt with a large amount of the peaks <br />occurring in late May and June. <br />Table 5 summarizes the recorded flows for the Duchesne River near Randlett, <br />Utah, used in the analysis. Table 6 summarizes the results of entering the yearly <br />peak flows into the FREQY computer model,and letting the model compute <br />historical recurrence level flood peaks following the log Pearson Type III <br />methodology, and guidelines in Technical Bulletin 17B. It is probable that this <br />data are high on the upper end of frequency curve, since the peak flows shown <br />prior to 1969 do not reflect regulation by Starvation Dam. <br />Figure 3 shows a plot of the historical flow frequency curve for the Duchesne <br />River near Randlett, Utah. <br />12
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