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WSPC01225
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Last modified
1/26/2010 11:10:16 AM
Creation date
10/9/2006 2:38:13 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
12/23/1993
Author
Unknown
Title
Reclamation Proposed Surplus Guidelines - Draft
Water Supply Pro - Doc Type
Report/Study
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<br />001242 <br /> <br />If the strategy were based on assurance of spill avoidance, the amount of assurance or <br />assurance level would be input into the model as a percent probability. For example, an <br />assurance level of 0.70 determines a Spill Avoidance Space adequate to capture a flow that <br />has not been exceeded 70 percent of the time of 1906 to 1990. Increasing the assurance <br />level, increases-the design magnitude of the Spill Avoidance Space required, decreasing the <br />threshold elevation and generally increasing the likelihood of a surplus determination while <br />decreasing the likelihood of spill. The Assurance of Spill A voidance method takes uses into <br />account while the Surplus Threshold Capacity method does not. <br /> <br />SHORTAGE PROVISION <br /> <br />The assumed shortage threshold elevation provides a level of protection against the potential <br />for the Lake Mead storage to drop below an assumed target objective. Objectives such as <br />the minimum power pool elevation, or the elevation of the SNWS intake, or the elevation <br />corresponding to 7.255 maf of storage were considered within the investigation. If the <br />storage in Lake Mead fell below the shortage threshold elevation determined to protect the <br />minimum objective, then shortages would be determined. Modeling assumed that CAP <br />shortage delivery would be reduced to 800 kaf, and that SNWS depletions would be reduced <br />by 4 percent of Ariwna's reduction, or about 30 kaf. If the storage in Lake Mead continued <br />to fall the next year, shortages would continue to be determined as described above. Model <br />runs checked for the occurrences of CAP deliveries at the reduced 800 kaf delivery. <br /> <br />INITIAL CRSS MODEL RUNS <br /> <br />The first model run was designed to identify the total amount of flood control releases that <br />would flow to Mexico if there were no provision for surplus., Surplus provisions were then <br />set at 0 Percent Assurance of Avoidance of Excess to establish the most reliable case (lowest <br />probability of shortage) for providing the states their basic allocated apportionment. The <br />quantity of excess water arriving at the border with Mexico that occurred, with the reservoir <br />system using the most reliable provisions, represented the MINIMUM amount of excess that <br />"potentially" could be made available for surplus use by the Lower Division States without <br />effecting the risk of shortage. <br /> <br />Under the most reliable case no storage elevation was set to trigger a shortage determination, <br />allowing the physical capabilities of the system to govern the timing of shortages. And the <br />surplus assurance level was set at 0 percent probability of avoiding an exce5S release (water <br />is surplused only for flood control). By reducing the shortage elevation threshold, shortages <br />would take place only when Lake Mead is to the lowest outlet gate. By setting the surplus <br />assurance level to 0 percent, releases greater than that required for normal deliveries would <br />only occur as the direct result of flood control releases. Under these assumptions the model <br />runs identified conditions which yielded the lowest probability of shortages. <br /> <br />14 <br />
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