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WSPC00985
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Last modified
1/26/2010 11:08:35 AM
Creation date
10/9/2006 2:29:01 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.100
Description
Colorado River Computer Models - Colorado River Simulation System - Reclamation - CORSIM
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
5/1/1985
Author
DOI-BOR
Title
CRSS - Colorado River Simulation System - System Overview
Water Supply Pro - Doc Type
Report/Study
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<br />00lO!)O <br /> <br />The required space in Lake Mead is obtained in the model each month <br />by setting the target storage contents for the month to the level <br />that will provide the required space. The release for flood control <br />space-building is then determined so that the reservoir will reach <br />the target storage level. The model, however~ constrains the release <br />during the space-building season to 28,000 ft~/s as specified in the <br />flood control regulations. As in the January to July period, the <br />release may be increased over that which is required for space- <br />building by other criteria such as downstream demands. <br /> <br />Exclusive Space Requirements <br /> <br />The third flood control procedure is used all year. The flood <br />control regulations specify a minimum space of 1.5 million acre-feet <br />in Lake Mead at any time for control of rain floods. Since the CRSM <br />is a monthly model, the model can only deal with this requirement on <br />a monthly basis. Target content levels are set to maintain the <br />required minimum space. The model will force releases to maintain <br />this minimum space on a monthly basis. <br /> <br />Distribution of Excess Releases <br /> <br />Releases from Lake Mead due to flood control that are in excess of <br />normal downstream demands or scheduled surplus deliveries are <br />distributed by the CRSM each month as follows. Excess releases are <br />divided equally between CAP and MWD. If either aqueduct reaches its <br />maximum capacity and there is excess release remaining, the other <br />aqueduct can take the remaining excess, up to its maximum capacity. <br />After both aqueducts reach thei r maximum capacities, any remai ning <br />excess flows to Mexico. In the years before CAP can take a surplus <br />(specified in the input file), MWD can take all excess releases up to <br />its maximum capacity. <br /> <br />8.4 Surplus Strategy <br /> <br />The surplus strategy is the decisionmaking process used to (1) antici- <br />pate spring runoff in exces~ or surplus of normal demands and storage <br />space, and to (2) distribute this surplus water to users throughout the <br />water year to prevent flood control releases. The CRSM has a number of <br />surplus strategies that vary in the degree of assurance the strategy <br />gives in being able to anticipate and distribute surplus water without <br />having to make flood control releases. The amount of assurance, <br />referred to as the assurance level, is input to the model as a probabi- <br />lity and serves as the identification of the strategy chosen. For <br />example, an assurance level of 0.95 schedules appropriate surplus <br />releases from Lakes Powell and Mead and distributes them throughout the <br />water year to assure that unscheduled releases for flood control will be <br />expected in approximately 5 percent of the years of operation. <br /> <br />The surplus strategies in the CRSM are optional. The strategies can be <br />turned off by simply setting the assurance level to zero. If this is <br />done, the CRSM does not schedule any surplus releases from Lakes Powell <br /> <br />40 <br />
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