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WSPC03736
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Last modified
1/26/2010 11:36:08 AM
Creation date
10/9/2006 4:09:58 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
7/1/1973
Author
Richard W Ribbens
Title
Program NWO1 - River Network Program - Users Manual
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />. <br /> <br />002J~7 <br /> <br />(1) The required release cannot be made due to capacity <br />constraints <br />(2) A portion of the actual water released did not reach <br />the demand element because an intervening down- <br />stream reservoir restricted routing due to <br />capacity constraints <br /> <br />In either case, the reservoir making the release is removed from <br />the list of available reservoirs. That portion of the demand not <br />met becomes the new demand which is to be satisfied by operating <br />the remaining available reservoirs. This procedure is continually <br />repeated until the demand is satisfied, or there are no reservoirs <br />remaining. <br /> <br />. <br /> <br />When flows are routed through a reservoir, only the normal zones <br />and capacities apply. Thus, even if water is below the variable <br />constraint level, water may be routed through the reservoir if <br />sufficient capacity exists. Similarly, the demand array only <br />pertains to making releases from storage and not to routing. It <br />should also be noted that although this discussion ta1k~ of routing <br />water through a reservoir, in reality water is released from <br />. storage at the originating reservoir to exactly replenish water <br />released from the lower reservoir to meet downstream demands. The <br />routing concept is a computational expedient. <br /> <br />When the downstream boundary is reached, the computed flow is <br />compared to the target value specified on input. If the computed <br />value is less than the target value, the difference is treated <br />as a demand. Segment data are then used in the usual way. <br /> <br />During the normal computation process the demand in a river reach <br />or reservoir may not be met, or the downstream boundary target <br />flow may not be satisfied. The unsatisfied demand or target <br />flows are retained as a variable called the deficit flow on out- <br />put. Subsequent spills may occur, which if used properly, could <br />reduce or satisfy the deficit flow.. However, when reservoirs are <br />operated in a logical manner, this is unlikely. It should also <br />be noted that there may be outflow from a reach even if there is <br />a deficit flow.since.releases .from a reservoir above the reach to <br />elements below it may be specified. ~ -' ..~.u ~. .~-- -.------. <br /> <br />. <br /> <br />After computations for the downstream boundary are completed, each <br />reservoir is checked to see if the reservoir balancing option has <br />been selected. The procedure commences with the upstream boundary <br />and is applied progressively in the downstream direction. If a <br />reservoir is using this option, the balanced operation philosophy <br />is applied to determine the portion of the normal operating zone that <br />is full in both the upstream reservoir using this option and the speci- <br />fied downstream reservoir with which it is to be balanced. If the <br />upstream reservoir storage is greater, the required release to balance <br /> <br />3-5 <br /> <br />(rev. 07/75) <br /> <br />
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