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Last modified
7/14/2009 5:02:36 PM
Creation date
6/1/2009 11:23:18 AM
Metadata
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Template:
UCREFRP
UCREFRP Catalog Number
9603
Author
Clayton, R. and A. Gilmore.
Title
Flaming Gorge Environmental Impact Statement Hydrologic Modeling Study Report - Results of Action and No Action Alternative Analysis.
USFW Year
2001.
USFW - Doc Type
\
Copyright Material
NO
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<br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />.. <br /> <br />Reach One Spring Peak Release Results <br /> <br />18 <br /> <br />The estimated flows at all points along Reach One were assumed in the model results to <br />be the same as the release rate from Flaming Gorge Dam. During the spring, the model released <br />the volume of water necessary to safely operate the reservoir while also achieving the objectives <br />of the Action (ALL and ALL-I) and NoAction alternatives. Figure 13 shows the distribution of <br />the peak flows (greatest magnitude single day average flow) that occurred in Reach One for all <br />three model runs. The capacity of the power plant at Flaming Gorge is assumed to be 4600 cfs. <br />Releases greater than 4600 cfs are considered bypass releases. Figure 13 shows that water was <br />bypassed by the No Action model run in about 18% of all years. The Action (ALL-I) model run <br />bypassed water in about 37% of all years while the Action (ALL) model run bypassed water in <br />about 53% of all years. It is also noted that bypasses from the Action (ALL and ALL-I) model <br />runs had significantly higher magnitudes than those for the No Action model run. For reference, <br />historic peak flows for the period from 1971 to 1991 are included in Figure 13. This historic data <br />includes years 1983, 1984, and 1986, which were abnormally wet years in the Upper Green River <br />Basin. Statistically, it is very unlikely that three years of such high magnitude would occur <br />within 20 years of record. The historic record presented in Figure 13 is therefore statistically <br />skewed toward wet conditions. Figure 13 also shows that the differences in peak releases <br />between the Action (ALL) and the Action (ALL-I) model runs were significantly larger than the <br />differences between the Action(ALL-l) and No Action model runs. <br /> <br />FIGURE 13 Distribution of Peak Flows in Reach One <br /> <br /> 14000 <br /> 12000 <br /> 10000 <br />~ 8000 <br />~ <br />~ <br />~ <br />0 <br />u: 6000 <br /> 4000 <br /> 2000 <br /> <br />Flow Durations (May - July) <br /> <br />Reach I <br /> <br />- - No Action Peak Flow <br /> - Historic Peak Flow (71-9 I ) <br /> - All - 1 Peak Flow <br /> I - All Peak Flow <br />I- ~ <br /> - I <br /> -, I-- ~ <br /> '-- L I ~ <br /> I L- h <br /> I I <br /> I <br /> 1.- <br /> '--- <br /> <br />o <br />0% <br /> <br />40% 60% <br />Percent Exceeded <br /> <br />80% <br /> <br />100% <br /> <br />20% <br />
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