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Last modified
7/14/2009 5:02:30 PM
Creation date
5/20/2009 10:44:51 AM
Metadata
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Template:
UCREFRP
UCREFRP Catalog Number
7423
Author
U.S. Bureau of Reclamation.
Title
Glen Canyon Environmental Studies Draft Report, September 1987.
USFW Year
1987.
USFW - Doc Type
Washington, D.C.
Copyright Material
NO
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<br />I <br />1 <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />- <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />described above, is not allowed to interfere with <br />primary functions of water storage and delivery. <br />other incidental objectives do not significantly <br />the operation of the dam, but are addressed when <br />will not interfere with the primary functions. <br /> <br />Flood control: Existing space at Lake Powell can be <br />used as credit toward the space which must be reserved <br />at Lake Mead for flood control. <br /> <br />the <br />The <br />drive <br />they <br /> <br />River regulation and water quality: Glen Canyon Dam has <br />not been used significantly for river regulation or <br />water quality control. <br /> <br />Recreation: Summertime releases are kept above 3,000 <br />cfs for white-water rafting. <br /> <br />Fish, wildlife, and other environmental factors: <br />winter releases are kept above 1,000 cfs. (During the <br />Lake Powell filling period, special releases were made <br />for a time to enhance the habitat for bass in Lake <br />Mead. Eventually, those releases were ruled to be <br />interfering with water conservation principles and <br />were ended.) <br /> <br />Flood Releases Are A Function Of Reservoir Level <br />Targets, Uncertainty In Runoff, And operating <br />Rules For Handling Increases In Forecast Runoff <br /> <br />Under current operations, the annual risk of making <br />flood releases is estimated to be about one in four <br />(Appendix 0, Section III). Several factors influence <br />the frequency of flood releases. <br /> <br />The dam is operated to address two goals: (1) maximize <br />water storage for later delivery, and (2) minimize the <br />magnitude and frequency of flood releases. These goals <br />conflict with each other, because it is not possible to <br />increase storage without increasing the risk of flood <br />releases. This is because reservoir inflows cannot be <br />perfectly predicted. The closer reservoir levels are <br />brought toward full capacity during the year, the more <br />likely it is that unanticipated inflows will require <br />flood releases. Conversely, avoiding flood releases by <br />lowering the filling target for the reservoir increases <br />the likelihood that unexpected shortfalls in runoff, or <br /> <br />35 <br />
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