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Last modified
1/26/2010 12:31:30 PM
Creation date
10/11/2006 10:31:31 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8282.600.20
Description
Colorado River Interim Surplus
Basin
Colorado Mainstem
Date
12/23/1993
Author
USDOI/BOR
Title
Draft Reclamation Proposed Surplus Guidelines
Water Supply Pro - Doc Type
Publication
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<br />Regardless of the target protection level assumed, the surplus threshold capacity will rise <br />sharply after use exceeds 11.8 maf. However, alternative concepts could be considered for a <br />shortage strategy. For example: <br /> <br />In the analysis the target protection level was set at elevation 1050 feet or about 7 maf for <br />determining storage that could be made available for surplus. While elevation 1050 feet may <br />be an appropriate target for determining water that can be surplused, it may be less <br />appropriate as the target for basing a shortage determination. The assumed strategy sets the <br />shortage threshold at elevation 1120 to protect storage from falling below elevation 1050. <br />Other levels of protection could be considered which would reduce the risk of shortage, <br />while increasing the risk of drawing Lake Mead below 1050. <br /> <br />CONCLUSION <br /> <br />Reclamation examined the effect of alternate provisions for determining surplus conditions. <br />Operating scenarios were developed and simulated using the CRSS, and CRSS-EZ models. <br />The results of each run were compared with a base case analysis. Following the comparison, <br />the results were examined and the model runs were reformulated to address specific <br />questions. Initial alternatives focused on arbitrarily setting a surplus threshold capacity or a <br />percentage assurance of avoidance of spill capacity and examining the long-term effects on <br />shortage, normal, and surplus occurrences. <br /> <br />During these exercises understanding of the system increased, however the studies and <br />discussions did not appear to generate consensus. Consensus building had been based around <br />developing a method which achieved some "middle ground" in its long-term effects. Over <br />the course of the study, as hydrologic and water use changes occurred, the long-term effects <br />changed. As the long-term effects of a specific method could not be reliably predicted <br />consensus and confidence deteriorated. Finally Reclamation was asked to, "just make a <br />recommendation" . <br /> <br />The studies highlight how the strategies, initially considered, were more or less arbitrary. <br />Strategies were evaluated based on the end results the strategy would achieve and not on <br />whether there was technical merit to the strategy. If there is no legal or technical rationale <br />for a strategy, there is no foundation that maintains the strategy over time and change. <br /> <br />The upper basin objective minimum release is to supply 8.23 maf to the lower basin. To <br />assure that this supply can be provided a critical period of record was established for the <br />upper basin. The upper basin maintains sufficient storage in upper basin reservoirs such that <br />an average 8.23 maf of minimum flow can be provided to the lower basin through the critical <br />period of record without impairment to upper basin uses or without impacting the minimum <br />power pool. <br /> <br />38 <br />
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