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RGDSS_Task8-2_HistoricMonthlyModel_ReviewGroundwaterEfficiencies
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RGDSS_Task8-2_HistoricMonthlyModel_ReviewGroundwaterEfficiencies
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Last modified
9/26/2011 8:35:43 AM
Creation date
7/8/2008 9:01:25 AM
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Decision Support Systems
Title
RGDSS Task 8-2 - Phase 1c Historic Monthly Model - Review Efficiencies of Groundwater Systems
Description
Memo documenting efficiencies of groundwater systems.
Decision Support - Doc Type
Task Memorandum
Date
9/8/2000
DSS Category
Surface Water
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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RGDSS Memorandum <br />Final <br />TO: Ray Bennett <br />FROM: Ed Armbruster, Hydrosphere <br />SUBJECT: RGDSS Surface Water, Task 6.3 -Determine Key Structure Efficiencies, <br />and Task 8.2 -Review Efficiencies of Groundwater Systems <br />Memorandum <br />DATE: September 8, 2000 <br />CC: Randy Seaholm <br />Introduction <br />This memorandum represents delivery associated with Task 6.3 (Determine Key Structure <br />Efficiencies) and Task 8.2 (Review Efficiencies of Groundwater Systems Memorandum). The <br />objectives of these task was as follows: <br />6.3 Review a memorandum documenting efficiencies of surface water use and select <br />efficiencies for use in the surface water model <br />8.2 Review memorandum documenting efficiencies of groundwater use and select <br />efficiencies for use in the surface water model. <br />Review of Efficiency Memorandum <br />The Consumptive Use contractor on the RGDSS project estimated conveyance, on-farm and <br />overall system efficiencies of agricultural water use in the San Luis Valley. This effort is <br />described in a memorandum documenting Task 3.8 of the Consumptive Use Scope of Work <br />(July 20, 1999) The following is a summary of this work, and rationale for selecting <br />efficiencies for use in the Rio Grande Surface Water Model. <br />Efficiency information was developed by the Consumptive Use Contractor based on <br />information gathered from managers of several large ditch companies, results of local gain/loss <br />studies, examination of physical characteristics (capacities, widths, lengths) of ditches and <br />canals, review of water application techniques, soil characteristics and cropping. Estimates of <br />conveyance and on-farm efficiencies were developed separately, then this information was <br />combined to estimate overall system efficiencies. Estimated efficiencies were then checked for <br />appropriateness against a variety of published data for the San Luis Valley and similar <br />agricultural areas. <br />The results of the Consumptive Use Contractor's effort for surface irrigation ditches are shown <br />in Table 1. Note that system efficiency estimates are provided separately for the first month of <br />irrigation and for after the first month of irrigation. Separate estimates were developed to <br />reflect higher losses when initially canal wetting occurs at the start of the irrigation season. <br />Also note that Table 1 represents efficiency ranges by Water District. Differences between the <br />eight Districts reflect varying irrigation techniques, soil types and ditch/canal condition that <br />occur across the San Luis Valley. <br />C:Acdss\Task8-2.doc Efficiencies of Water Use September 8, 2000 -Page 1 of 4 <br />
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