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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 />22 <br /> <br />Flaming Gorge Spring Bypass Results <br /> <br />Figure 18, like Figure 13, shows the frequency of bypass releases that occurred during the <br />spring for all three model runs. Figure 18 shows this information in terms of the annual volume <br />of water that was bypassed under the control of the three rulesets. The difference between each <br />of these curves can be related to the power generation that was lost as a result of achieving the <br />objectives of the each of the proposed alternatives. <br /> <br />FIGURE 18 Excecdance Percenta e B asses durin <br /> <br /> <br />Flaming Gorge Spill <br />May - July <br /> <br />800 k <br /> <br />No Action <br />All - 1 <br />All <br /> <br />600 k <br /> <br />~ <br />.:;: <br />2 <br />u <br />-:;. <br /> <br /> <br />80% <br /> <br />I 00% <br /> <br />:s.. 400 k <br />v.l <br />eo <br />::: <br />oc <br />C. <br />v.l <br /> <br />200 k <br /> <br />20% <br /> <br />40% 60% <br />Percentage Exceedance <br /> <br />Reach One August through February Base Flow Release Results <br /> <br />Figure 19 shows the distributions of Reach One flows that occurred during the base flow <br />period (August though February), when Reach One flows are typically at their lowest. This <br />analysis shows the frequency and magnitude of the Reach One flows that occurred during the <br />base flow period under the Action(ALL and ALL-I) and No Action model runs. The most <br />notable difference between the Action and No Action flows during the base flow period was for <br />the 0-20% exceedance flow. The No Action ruleset was more flexible during the base flow <br />period and allowed releases to increase when conditions became wetter in the Upper Green River <br />Basin. To give some perspective to the results of the three model runs, historic Reach One base <br />flows from 1971 to 1991 and historic Reach One unregulated base flows from 1971 to 1991 are <br />