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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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The conveyance efficiency accounts for losses between the river headgate and the farm <br />headgate, including losses through canals, ditches and laterals. The maximum flood <br />irrigation and sprinkler efficiencies account for application losses between the farm <br />headgate or well and the crops. Note that conveyance and maximum application <br />efficiency data input data were not adjusted by year. However, a structure's overall, <br />system efficiency may change by year due to changes in the percent of land served by <br />sprinkler or flood application methods, or due to surface water supply in excess of crop <br />requirements. <br />The development of efficiency estimates is described in the memorandum titled Rio <br />Grande Historic Crop Consumptive Use -Ditch System Efficiencies, included in <br />Appendix B. As noted in the memorandum, the larger ditch systems in District 20 had <br />specific information regarding conveyance efficiencies. The estimated conveyance <br />efficiencies for these seven large ditch systems are shown in Table 9. <br />Table 9 <br />Estimated Conve ance Efficiencies for S ecific Lar a Ditch S stems <br />Ditch S stem Conve ance Efficiencies <br />Rio Grande Canal 65 <br />Farmers Union Canal 62 <br />San Luis Valle 63 <br />Prairie Ditch 78 <br />Excelsior Ditch 78 <br />Em ire Canal 75 <br />Monte Vista Canal 68 <br />Conveyance efficiencies for other ditch systems are based on a relationship between <br />conveyance efficiency, soil type, and the overall ditch and lateral length, described in <br />Appendix B. Table 10 shows the results of this analysis and the number of ditches that <br />are represented in each efficiency bracket. The maximum flood irrigation and sprinkler <br />irrigation efficiencies were estimated to be 60 percent and 80 percent respectively. <br />Table 10 <br />Conveyance Efficiencies and Corres ondin Number of Ditches <br />Efficient Number of Ditches <br />>90% 15 <br />80 to 90% 61 <br />70 to 80 % 257 <br />60 to 70 % 47 <br />< 60% 27 <br />Total 407 <br />cureport_6-2004.doc 25 of 48 June, 2004 <br />
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