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    Evaluation of Irrigation Planning Decisions

    Source: Journal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    Derrel L. Martin
    ,
    James R. Gilley
    ,
    Raymond J. Supalla
    DOI: 10.1061/(ASCE)0733-9437(1989)115:1(58)
    Publisher: American Society of Civil Engineers
    Abstract: A method is developed to determine optimal irrigation strategies for a single season using crop production functions which incorporate physically based coefficients. The relationship of yield to evapotranspiration is used to develop the yield‐irrigation function. The physical parameters used in the production function can be determined from field measurements or various types of computer simulation. Using this approach, the optimal irrigated area and depth of water to apply can be related to prices, costs, and physical parameters. This produces a more general solution than commonly used production functions that depend on limited experimental results. The optimal irrigation depth and irrigated area can be determined for either land or water limiting conditions. The analysis also allows consideration of different irrigated and dryland crops. Three examples are analyzed to illustrate the use of the technique and to develop some general guidelines.
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      Evaluation of Irrigation Planning Decisions

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27018
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    contributor authorDerrel L. Martin
    contributor authorJames R. Gilley
    contributor authorRaymond J. Supalla
    date accessioned2017-05-08T20:46:59Z
    date available2017-05-08T20:46:59Z
    date copyrightFebruary 1989
    date issued1989
    identifier other%28asce%290733-9437%281989%29115%3A1%2858%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27018
    description abstractA method is developed to determine optimal irrigation strategies for a single season using crop production functions which incorporate physically based coefficients. The relationship of yield to evapotranspiration is used to develop the yield‐irrigation function. The physical parameters used in the production function can be determined from field measurements or various types of computer simulation. Using this approach, the optimal irrigated area and depth of water to apply can be related to prices, costs, and physical parameters. This produces a more general solution than commonly used production functions that depend on limited experimental results. The optimal irrigation depth and irrigated area can be determined for either land or water limiting conditions. The analysis also allows consideration of different irrigated and dryland crops. Three examples are analyzed to illustrate the use of the technique and to develop some general guidelines.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Irrigation Planning Decisions
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1989)115:1(58)
    treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 001
    contenttypeFulltext
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