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<br />001369 <br /> <br />. <br /> <br />. <br /> <br />I' <br />I <br /> <br />.. ' <br /> <br />generation, which are listed here in descending order of <br /> <br /> <br />priority as established by Congress. Frequently, the optimum <br /> <br /> <br />operating procedure for one purpose is directly opposed to <br /> <br /> <br />the optimum operating procedure for another purpose. Flood <br /> <br /> <br />control benefits are maximi zed by keeping reservoir storage <br /> <br /> <br />levels low to maximize the amount of empty space available to <br /> <br /> <br />regulate flood flows. Water supply benefits are maximized by <br /> <br /> <br />keeping the reservoir storage levels high so as to provide <br /> <br /> <br />for deliveries during multi-year periods with low runoff. <br /> <br /> <br />Hydroelectric benefits are maximized by storage somewhat <br /> <br /> <br />lower than the optimum for water conservation so as to <br /> <br /> <br />minimize releases in excess of power plant capacity. Also, <br /> <br /> <br />such a lower storage level avoids the necessity to release <br /> <br /> <br />water to produce energy on a continuous basis rather than <br /> <br /> <br />storing it for release at a later date to meet peak demands. <br /> <br /> <br />Hydrologic analyses of the Colorado River system using <br /> <br /> <br />these alternatives were made, and the benefits of each, as <br /> <br /> <br />measured by reduced flood damages, increased availability of <br /> <br /> <br />water and generation of hyroelectric energy, were compared. <br /> <br /> <br />In addition, the impacts of these alternatives on fish and <br /> <br /> <br />wildlife, water quality, and other parameters were analyzed. <br /> <br /> <br />The Corps of Engineers' analyses concluded that the <br /> <br /> <br />alternative that most closely paralleled the then-existing <br /> <br /> <br />regulations produced the optimum combination of beneficial <br /> <br /> <br />objectives. After public review and comments on the Corps of <br /> <br /> <br />Engineers' study, this alternative was adopted as the Hoover <br /> <br /> <br />Dam Flood Control Re;ulations. <br /> <br /> <br />-5- <br />