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Last modified
1/26/2010 2:16:00 PM
Creation date
10/12/2006 12:42:31 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8282.600.20
Description
Colorado River Interim Surplus
Basin
Colorado Mainstem
Date
12/3/1991
Author
UCRC
Title
Draft Proposal for Defining Surplus River Conditions
Water Supply Pro - Doc Type
Publication
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<br />contents where the initial contents were adjusted to force flood control <br />releases at Lake Mead. <br /> <br />The 25% probability hydrology act similar to ~he minimum probable hydrology. <br />The initial contents of Lake Powell and Lake Mead are full in order to cause a <br />small flood control release in January, 1992. As can be seen in the summary <br />below, in September. 1988, Lake Powell would contain just less than 7 million <br />acre-feet more water under the 25% hydrology than under the 5% hydrology. <br /> <br />The reservoir system experIences a net loss of surface contents for all <br />hydrologic scenarios through the 50% probabilities. By the 75% probability of <br />nonexceedence, the reservoir system gains contents. The current low system <br />contents reveals itself in the lack of anticipated flood control releases <br />until the hydrology exceeds the 90% probability scenario. <br /> <br />Lake Powe 11 Surface Storage f End of Sepcember, 1996 Under Various Hydro10gys <br />Minimum Minimum 25% 25% 50% 50% 75% 75% 90% 95% <br />Probable Probable <br /> (Flood) (Plood) (Flood) (Flood) <br />6928 15828 13896 20152 17083 22876 20429 23483 23410 23455 <br /> <br />Lake Mead Surface Storage. End of September, 1996 Under Various Hydrologys <br />Minimum ~linimum 25% 25% 50% 50% 75% 75% 90% 95% <br />Probable Probable <br /> (Flood) (Flood) (Flood) (Flood) <br />13658 18371 13923 20252 17109 22895 20424 23457 23522 24642 <br /> <br />virr. Conclusions <br /> <br />The Commission staff believes that the use of a 5 year window, current reservoir <br />conditions, and selected hydrologic scenarios can and should be used to guide the <br />determination of surplus, normal. and shortage conditions as specified anticipated by the <br />operating criteria. This method defines a clear process for discrimination between <br />"surplus" and normal conditions. Under this process, "surplus" is identified as that <br />quantity of water which would be lost to the system through a flood control release <br /> <br />5 <br />
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