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WSP08519
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Last modified
1/26/2010 2:48:32 PM
Creation date
10/12/2006 3:01:58 AM
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
6/1/1991
Title
Colorado River System Consumptive Uses and Losses Report 1981 - 1985
Water Supply Pro - Doc Type
Report/Study
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<br />14 <br /> <br />o <br />c') <br />W <br />~ <br />C) <br />~ <br /> <br />were credited to the irrigation water use <br />taken from the Article V report, and <br />were divided 'between California and <br />Arizona based on their respective <br />irrigation diversions. <br /> <br />Gross evaporation from Lake Mead is <br />estimated by 'the USGS and published in <br />its annual Water Resources Data <br />reports. Net 'evaporation for Lake Mead <br />is estimated by subtracting precipitation <br />at nearby BOlllder City,Nevada, (rom <br />the gross evaporation, Ne,t evaporation <br />from Lakes Mohe.ve and Havasu and <br />Senator Was~ Reservoir was derived <br />incorporating; Lake Mead gross' <br />evaporation and local precipitation <br />records and oPerating data, <br /> <br />Annual channel losses were estimated <br />as the inflow 'or outflow necessary to <br />balance a sim,plified water budget for <br />the Lee Ferry to Hoover Dam and <br />Hoover Dam to International Boundary <br />r,~aches. Channel losses include <br />evaporation, seepage, phreatophyte <br />consumptive 1,lSe. and bank storage. ' <br /> <br />The accuracy 'of flow measurements of <br />the Colorado lUver mainstream for use <br />in determinin'g the channel losses values <br />in table LC-l1is in question. The gauge <br />error of an "excellent" USGS flow gauge <br />is 5 percent. !Actual flow at Lee Ferry, <br />Hoover Dam, 'or to Mexico may therefore <br />vary by 90,000 acre. feet for the low flow <br />entering Mexico in 1982 to over <br />'1,1 million acre.feet for 1984 flow below <br />Hoover. Sucn inaccuracies, though a <br />very small percent of total flow, will <br />have dramatic effects on apparent <br />channel loss Computations, as reflected <br />by channel gains. <br /> <br />The annual land use, water supply, and <br />water use information being gathered <br /> <br />for the operation, maintenance, and <br />administration of the Colorado River <br />main stem below Lee Ferry is believed <br />to be generally adequate in quantity, <br />quality, and extent. These data are <br />under constant review and are being <br />continually upgradeci Studies and <br />programs are in progress to remedy a <br />lack of data on return flows from main <br />stem diversions. <br /> <br />BENEFICIAL CONSUMPTIVE <br />USES AND LOSSES ' <br /> <br />A summary table of the Colorado River <br />System total annual water uses, 1981 <br />through 1985, by states and water <br />flowing to Mexico is shown on page iv. <br />Tables C-2 through C-6 show on a yearly <br />basis the same information broken down <br />by State, basin, and type of use. Water . <br />use within the ,selected reporting areas <br />is discussed below. . <br /> <br />Upper Colorado RIver <br />TrIbutarIes <br /> <br />Summaries of estimated annual <br />consumptive uses and losses in the <br />Upper Colorado River Basin for each of <br />the reporting years, broken down by <br />State, reporting area, and type of use <br />are shown in tables UC.2 through UC-6. <br /> <br />Estimated main stem reservoir <br />evaporation is shown in table UC-l. <br />Technically, these are not all main stem <br />reservoirs but are reservoirs that parti- <br />cipate in the Colorado River Storage <br />Project (CRSP). The Basin Commission <br />designates which,reservoirs in the CRSP <br />have evaporation losses charged to the <br />State and which have losses charged to <br /> <br />1 <br />
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