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<br /> <br />-~:, . <br />, ,wt <br />~ <br />~r <br />,'f< <br />" J:~- <br />~'i,- <br />.;,' <br />?/:!; <br />.l.'t <br />,"'" <br />t-!f~; <br /> <br />, \~. <br /> <br />~~,;: <br />-; ~-, ~.~ <br />. .~~ <br />,,' <br />, .', <br /><;:~~.. <br /> <br />,\: <br /> <br />~ ~i-;, <br /> <br />. <br />Y" <br />f <br />i <br />\ <br /> <br />i <br />i <br /> <br />) <br /> <br />SUMMARY OF YEAR-ROUND RECOMMENDA nONS <br /> <br />. <br /> <br />Year-round recommendations provided in this report are summarized in Table 8 on a mean <br />monthly discharge basis. Spring (April-July) recommendations are further subdivided into 10.day <br />increments and are reported in volumes of water needed for each of twelve 10-day time periods <br />(fable 9). Variation in precipitation levels from year to year is taken into account and recommen- <br />dations are provided for years of high, above-average, below-average, and low snow falL, With the <br />exception of winter, recommendations are for flows considerably lower than historic levels but <br />somewhat higher than recent levels (Fig. 27). ' <br /> <br />We utilized methodologies that relied on data specific to the IS-mile reach. This included data on <br />adult Colorado squawfish habitat preferences, stage vs. habitat quantity and quality relationships, <br />and discharge thresholds for sediment transport, Methodologies used here for developing the <br />summer and winter recommendations take habitat needs and preferences into account in a more <br />direct way than did the earlier recommendations. Earlier July recommendations were based on a <br />hypothesis that a significant reduction in July flows would result in greater over-winter survival via <br />an extended first-year growing season. Results from subsequent studies failed to bear this <br />relationship out. Factors that went into developing the earlier spring recommendations are still <br />considered valid and were retained as the basis for recommendations in this report Here we <br />provide infonnation regarding flow needs for habitat maintenance and cleansing of coarse substrate <br />that was lacking in the previous report. ' <br /> <br />This report represents another evolutionary step in the development of flow recommendations for <br />the 1 S-mile reach. We have refined the recommendations through a combination of replacing <br />some methodologies with new ones, filling in infonnation gaps with the collection of new data and <br />incorporating results from studies conducted by other researchers. As additional studies are <br />completed, our knowledge of the relationship between discharge and fish habitat will continue to <br />evolve and recommendations will no doubt continue to be refmed. For now, we are satisfied that <br />the recommendations provided here are an improvement over those provided earlier and feel <br />strongly that timely implementation of these recommendations wiIl make a significant contribution <br />to the recovery of endangered Colorado River fish. <br /> <br />. <br /> <br />Table 8. Recommended mean monthly flows for the top of the IS-mile reach in cubic ftIsec. Rate <br />is the percent of years that the recommended flows should be provided based on winter snowpack <br />levels. For example, in the wettest 2S% of years, flows in June should average at least 15,660 cfs; <br />stated another way, this recommendation should be met in five of every 20 years. During low- <br />water years, June flows should average no less than 6,850 cfs, and such a minimum should occur at <br />a rate of no more than 4 in 20 years (20%). ' <br /> <br />---------------------.------- <br /> <br />Rate Exceedance JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC <br /> <br />-------------------------------------------- -------------------------------- -------------------------------------- f <br />25% 25% 1,630 1,630 1,630 3,210 10,720 15,660 7,060 1,630 1,630 1,630 1,630 1,630 -3 -9 ""~; <br />25% 50% 1,630 1,630 1,630 2,440 9,380 14,250 ?,370 1,630 1,630 1,630 1,630 1,630 z,&' B <br />30"10 80"/0 1,630 1,630 1,630 2,260 7,710 11,350 3,150 1,240 1,240 1,240 1,630 1,630 z-, (7- <br />20% 100% 1,240 1,240 1,240 1,8~ 7,260, ~ 1,480 810 810, 81~ 1,240 1,240 / I ~7 ~\o. <br />-----------------~c;:-~~z. --- ~o-----------.6t~\0-------- ________c____________________________ . <br /> <br />II 65 II <br />2LjQz., \2oz.R <br />