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Last modified
1/26/2010 2:50:18 PM
Creation date
10/12/2006 3:22:39 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8282.600.10
Description
Colorado River Operating Annual Reports
Basin
Colorado Mainstem
Date
1/1/1985
Author
USDOI/BOR
Title
Operation of the Colorado River Basin 1985 Projected Operations 1986
Water Supply Pro - Doc Type
Publication
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<br />Projected Plan of Operation - <br />Water Year 1986 <br /> <br /> <br />A proposed operation plan for water year <br />1986 for major reservoirs of the Colorado <br />River system was formulated and distrib- <br />uted to representatives of the Colorado <br />River Basin Stales in November 1985. <br />This plan was prepared in accordance <br />with the Operating Criteria published June <br />4, 1970, in compliance with Section 602, <br />Public Law 90.537. The plan reflects <br />operation for tiood controi, domestic and <br />irrigation use of water, hydroelectric <br />power generation, water quality control, <br />fish and wildlife propagation, recreation, <br />and Colorado River Compact requirements. <br /> <br />The water year 1986 plan varied from <br />the plan developed for water year 1985 <br />which was based on the need to develop <br />sufficient reservoir space by January 1, <br />1985, to reduce the risk of reservoir <br />spills. At the end of water year 1985 all of <br />the reservoirs were at a lower level than <br />the previous year. This condition allowed <br />some flexibility in operations during the <br />first 3 months of water year 1 986. <br />Releases at 45 percent powerplant <br />capacity at Glen Canyon will be made <br />from October to December to finish an <br />environmental study betow Glen Canyon <br />with increased releases during January <br />1986 in order to develop sufficient vacant <br />reservoir space to reduce the risk of <br />spilling. This also reduces the risk of <br />damaging flood control releases from <br />Hoover, Davis, and Parker Dams, should <br />large runoff forecasts occur during the <br />1986 runoff period. Releases from <br />January through July will be based upon <br />the runoff forecasts received during that <br />time but will result in greater available <br />space on August 1, 1986, than the <br />minimum flood control requirement of 1.5 <br />mat. <br /> <br />The plan calls for a total Glen Canyon <br />release in water year 1986 of 8.7 maf <br />under reasonabie minimum intiow <br />conditions. An annual release of 11.1 maf <br />would be required under most probable <br />inflow conditions, which would fill Lake <br />Powell and also equalize the active <br />contents of Lake Powell and Lake Mead <br />by September 30, 1986. With a reasonable <br />maxim.um inflow during water year 1986, <br />the projected Glen Canyon release would <br />be 16.1 mat. This volume of inflow would <br />require maximum powerplant releases for <br />all ot water year 1986 to avoid the use of <br />Glen Canyon's river oullet works or <br />spillways. <br /> <br />The projected operation for most probable <br />runoff conditions for each reservo" in the <br />Colorado River Basin lor water year 1986 <br />is descflbed in the following pages. <br /> <br />Charts showing the projected monthly <br />outflows from each reservoir for the three <br />assumed hydroiogic conditions are <br />presented with each reservoir operatibn. <br />Each of these assumptions uses the most <br />current hydrologiC information available <br />by including actual forecasted October <br />through December 1985 inflows. The <br />monthly inflows for the remarnder of the <br />year were based upon the following <br />assumptions: (1) most probable based <br />upon the 1906 through 1983 natural flows <br />developed for the Colorado River Simula. <br />tion System (CRSS) model depleted up to <br />the 1 986 level; (2) reasonable minimum <br />based upon the annual volume of inflow <br />which would be exceeded about 90 <br />percent of the time; and (3) reasonable <br />maximum based upon the annual volume <br />of inflow which would be exceeded about <br />10 percent of the time. <br /> <br /> <br />Imperial Dam <br /> <br />5 <br />
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