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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 /> Consumptive Uses and Losses 11 <br />0 acreage estimates of the harvested crops <br />\...:) during the reporting period, These basin, historical evaporation rates were <br />~ statistics ~ assumed to be reliable. used to determine reservoir evaporation. <br />N <br />0 The irrigated pasture values were based <br />Q largely on the 1978 and 1983 National In the Upper Basin, a multiple <br /> Census of Agriculture since the State regression equation relating gross <br /> statistics do not include pastureland. annual evaporation to elevation and <br /> Because or the length of time between latitude was developed. Adjustments to <br /> reporting dates, this item needs to be computed evaporation were made based <br /> considerah~y strengthened. In this on climatic subareas. In the Lower <br /> regard, Wyoming and New Mexico have Basin, evaporation values were <br /> initiated a~rial photographic mapping of calculated for each climatic subarea. An <br /> their State,'s irrigated acreage to verify account was taken of precipitation and <br /> the annual statistical sampling. Other runoff salvage to determine net <br /> areas ofagricultural data collection that evaporation rates, The net evaporation <br /> need to be updated and verified are rates were applied to the estimates of <br /> (1) the con$umptive water use of lands average annual water.surface area ,to <br /> that receive less than a full seasonal yield the values of annual reservoir <br /> supply of irrigation water and the areal evaporation. <br /> extent ofthese lands, and (2) the <br /> amount of incidental seepage and An exception to this procedure was the ":~ <br /> phreatoph1tic losses associated with determination of evaporation from, what ,iJ <br /> irrigation. are called the main stem reservoirs <br /> shown in table UC-l. Predetermined <br /> ReservoIr Evaporation average evaporation rates were applied <br /> to historical surface areas to yield values <br /> of evaporation on a monthly basis. <br /> A comprehensive listing was developed <br /> of all reservoirs in the Colorado River <br /> Basin which included the latitude, Ground Water <br /> elevation, and surface area at total <br /> capacity for each reservoir. Currently, all ground-water pumpage is <br /> counted as consumptive use charged <br /> Monthly content records were obtained against the Colorado River Basin. <br /> for those reservoirs for which records Obviously, this is not necessarily true. <br /> are available. The average annual Depending on the location and depth of <br /> water-surface area was determined for the well and what types of soils are <br /> each year of the reporting period, For present in the area, it is possible that <br /> those reservoirs lacking records, a little or none of the water pumped would <br /> "fullness fa~tor" was estimated on the have contributed to the Colorado River <br /> basis of reservoir use and historical System for hundreds or even thousands <br /> hydrologic conditions. These "fullness of years. It has recently been proposed <br /> factors" were then used to obtain that an interagency study team be put <br /> estimates of average annual water- together consisting of personnel from <br /> surface area for the unreported various State Engineers Offices, Bureau <br /> reservoirs. . For the majority of the <br />
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