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RGDSS_Historic_CUreport_20040601
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RGDSS_Historic_CUreport_20040601
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Last modified
4/17/2013 10:08:47 AM
Creation date
5/27/2008 2:11:23 PM
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Decision Support Systems
Title
RGDSS - Rio Grande Historic Crop Consumptive Use Analysis
Description
The documentation is for the Rio Grande Basin Historic Crop Consumptive Use Analysis, developed during the RGDSS implementation for the period 1950 through 2002. It includes 100 percent of the crop consumptive use in the basin for the period. Documentation consists of the final Historic Crop Consumptive Use Analysis Report and supporting appendices.
Decision Support - Doc Type
Modeling Dataset Documentation
Date
6/1/2004
DSS Category
Consumptive Use
DSS
Rio Grande
Basin
Rio Grande
Contract/PO #
C153863
Grant Type
Non-Reimbursable
Bill Number
HB98-1189, SB99-173
Prepared By
Leonard Rice Engineering
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maximum application efficiencies for flood irrigation and sprinkler techniques shown in <br />Table 5. <br />Table 5 <br />Range of Maximum Application Efficiencies per Irrigation Method <br />Irrigation Method On-farm Efficiencies <br />Border, Furrow, and Flood Irrigation 30 - 70 <br />Center Pivot/Lateral S rinklers 70 - 80 <br />This information is consistent with efficiency percents presented by Duane D. Klamm <br />and John S. Brenner in the 1995 Evapotranspiration and Irrigation Efficiency Seminar <br />sponsored by the American Consulting Engineers Council of Colorado and the Colorado <br />Division of Water Resources. They proposed a range of 50 to 60 percent application <br />efficiency for flood irrigation, 60 to 80 percent for border irrigation, 75 percent for <br />furrow irrigation, and 75 to 85 percent for sprinkler irrigation. <br />Recommendations -Maximum Application Efficiencies <br />The StateCU model uses maximum application efficiencies to estimate the amount of <br />irrigation water delivered to the farm that is available to meet crop consumptive use <br />demands. The actual application efficiency is calculated within the model, and may be <br />considerably less than the maximum application efficiency. The total acreage and the <br />acreage of sprinkler irrigated lands under each ditch system, by year, is input to the <br />StateCU model. The maximum application efficiency is determined by weighting the <br />flood irrigated acreage and associated efficiency with the sprinkler irrigated acreage and <br />associated efficiency. <br />Alan Davey of Davis Engineering provided sprinkler extend maps for 14 years (1975 <br />through 1980, 1982 through 1984, 1989, 1991, 1993, 1996 and 1998), prepared for the <br />Rio Grande Water Conservation District. These maps were digitized and linked to ditch <br />service areas using the GIS ditch service area mapping developed by Agro Engineering. <br />This provided the sprinkler-irrigated acreage over time for use in the StateCU historic <br />consumptive use analysis. <br />Notes from a meeting held with Ralph Curtis in March, 1987, during the Rio Grande <br />Water Supply Study, Phase I, performed by LRCWE in 1990, indicated that at that time, <br />the conservancy district assumed an on-farm efficiency for sprinkler systems of 65 to 80 <br />percent. He also indicated that installation of sprinklers began in 1969. According to <br />Agro Engineering, most of the sprinklers in the valley were installed between 1970 and <br />1980. Prior to that time, almost all farms used flood irrigation methods. <br />Although actual application efficiency can vary with crop type, a consistent maximum <br />application efficiency is recommended throughout the basin based on irrigation method. <br />Table 6 shows the recommended maximum application efficiencies for use in the <br />consumptive use analysis. <br />appendB_cropcu_6-2004.doc B-16 of B-19 12/13/00 <br />
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