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    Optimal Furrow Design. II: Explicit Calculation of Design Variables

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author:
    John D. Valiantzas
    DOI: 10.1061/(ASCE)0733-9437(2001)127:4(209)
    Publisher: American Society of Civil Engineers
    Abstract: The furrow irrigation system design problem (at minimum cost) is significantly simplified by analytically solving it. For a specified furrow length, a simple algebraic equation is derived to directly calculate the appropriate inflow rate (and cutoff time) so that the minimum cost of the furrow system is obtained. The proposed equation is independent of the water and labor cost coefficients. Comparison tests indicated that the optimum inflow rate values obtained analytically were in close agreement to the optimum values obtained using the outcome of the zero-inertia numerical model. The method is extended for furrow design considering the furrow length also as a design variable. The optimum number of distribution lines and widthwise furrow sets are easily determined by a simple calculation procedure.
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      Optimal Furrow Design. II: Explicit Calculation of Design Variables

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    contributor authorJohn D. Valiantzas
    date accessioned2017-05-08T20:49:11Z
    date available2017-05-08T20:49:11Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290733-9437%282001%29127%3A4%28209%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28056
    description abstractThe furrow irrigation system design problem (at minimum cost) is significantly simplified by analytically solving it. For a specified furrow length, a simple algebraic equation is derived to directly calculate the appropriate inflow rate (and cutoff time) so that the minimum cost of the furrow system is obtained. The proposed equation is independent of the water and labor cost coefficients. Comparison tests indicated that the optimum inflow rate values obtained analytically were in close agreement to the optimum values obtained using the outcome of the zero-inertia numerical model. The method is extended for furrow design considering the furrow length also as a design variable. The optimum number of distribution lines and widthwise furrow sets are easily determined by a simple calculation procedure.
    publisherAmerican Society of Civil Engineers
    titleOptimal Furrow Design. II: Explicit Calculation of Design Variables
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2001)127:4(209)
    treeJournal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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