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WSP03306
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Last modified
1/26/2010 12:49:40 PM
Creation date
10/11/2006 11:39:09 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8281.300
Description
Colorado River Studies and Investigations - Colorado River Consumptive Uses and Losses Report
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1984
Title
Colorado River System Consumptive Uses and Losses Report 1976 - 1980
Water Supply Pro - Doc Type
Report/Study
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<br />'-,~ <br />.,~ <br />~ <br />.} <br />, <br />i <br />'.'t <br />~. <br /> <br />r <br /> <br />o <br />('--J <br />W <br />... <br />II:la <br />~ <br /> <br />States or i~ satisfaction of the <br />Mexican Treaty: obligation." Nearly all <br />'the water e,,;ported from the Upper <br />Colorado River system is measured; <br />however, the remaining beneficial <br />consumptive use, for the most part, <br />must be estimated using theoretical <br />methods and techniques. In the Lower <br />Colorado River system tributaries to <br />the mainstream, similar methods must be <br />employed to determine the amount of <br />water consumptively used. <br />Reservoir evaporation loss is a <br />consumptive use associated with the <br />beneficial use of water for other <br />purposes. For the purpose of this <br />report, main stem reservoir evaporation <br />is carried as a separate item for the <br />Upper and Lower Basins. <br />Channel losses within the system <br />are normally construed to be the <br /> <br />consumptive use by riparian vegetation <br />along the stream channel (or conveyance <br />route) and the evaporation from the <br />stream's water surface and wetted <br />materials. Seepage from the stream <br />normally appears, again downstream or <br />reaches a ground water aquifer Where it <br />may be usable agaia. A decided lack of <br />data and acceptable methodology along <br />with the intermittent flow characteris- <br />tics of many Southwest streams combine <br />to make ,a reasonable determination of <br />channel loss difficult. Channel losses <br />have not been estimated for this report <br />within the Upper Basin nor on the <br />tributaries of the Lower Colorado River <br />mainstream. Chaanel losses on the <br />mainstream below Lee Ferry have been <br />estimated pri!llarily by the inflow- <br />outflow method. <br /> <br />11 <br />
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