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WSP07488
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Last modified
1/26/2010 2:27:33 PM
Creation date
10/12/2006 2:25:39 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8111.805
Description
Arkansas River Compact Administration - Keesee Ditch
Basin
Arkansas
Date
1/1/1986
Author
HRS Engineering
Title
Keesee Ditch Change of Water Rights Technical Information Request Responses
Water Supply Pro - Doc Type
Publication
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />SUPPLEMENTAL REPORT B <br /> <br />KEESEE DITCH <br /> <br />MAXIMUM IRRIGATION EFFICIENCY ANALYSIS <br /> <br />As a result of questions raised concerning the maximum irrigation <br />efficiency used in the Keesee Ditch consumptive use analysis (HRS, Vol, 1 <br />report), a completely revised irrigation efficiency analysis has been <br />performed. This revised analysis incorporates a new methodology for <br />calculating ditch seepage (previously only an assumed value was used), a more <br />detailed evaluation of field irrigation efficiency utilizing the revised crop <br />distribution, and a comparison to other Arkansas River ditches. <br /> <br />For the Keesee Ditch and other water rights transfers, <br />efficiency' is usually defined as the maximum amount of <br />available for crop consumption and/or root-zone soil <br />calculated as a percentage of ditch diversions. The <br />efficiency (or consumptive use efficiency) of the system <br />consumptive use as a percentage of ditch diversions. <br /> <br />maximum irrigation <br />irrigation water <br />moisture storage, <br />actual irrigation <br />is the calculated <br /> <br />For the estimation of maximum irrigation efficiency, the Keesee Ditch <br />system was divided into two components, the ditch delivery system and the <br />field irrigation system. The delivery system includes the main Keesee Ditch, <br />three maiq ditch laterals and numerous field laterals. The field irrigation <br />system incorporates either the level border or furrow irrigation methods <br />typically used under the Keesee Ditch. The efficiency of the delivery system <br />determines the amount of water available at the fields, while the field <br />efficiency' determines the amount of water available for crop consumption and <br />soil moisture storage. Multiplication of these two efficiency factors results <br />in the overall maximum irrigation efficiency of the system. <br /> <br />DELIVERY EFFICIENCY <br /> <br />The delivery efficiency is a function of ditch losses due to seepage and <br />evapotranspiration. Because there is a limited amount of phreatophyte <br />vegetation lining the ditch and the water surface area is small, it was <br />assumed that evapotranspiration losses were insignificant in comparison to <br />seepage. Therefore, the analysis of ditch losses and delivery efficiency <br />focused on seepage losses. <br /> <br />Based on a literature review of available techniques for estimating <br />delivery efficiency and seepage losses, a method outlined in a paper entitled <br />"Estimating' Seepage Losses from Canal Systems" by Robert V. Worstell (Journal <br />of the Irrigation & Drainage Division, ASCE, March, 1976) was selected as the <br />most applicable to the Keesee Ditch analysis. This paper incorporates seepage <br />test data from numerous irrigation canals to determine average seepage rates <br />for general soil textures used in canal construction. The paper outlines a <br />method for estimating seepage by combining the appropriate seepage rates with <br />canal water surface area measurements. <br /> <br />1 <br />
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