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    Hydrograph Shape and Border Irrigation Efficiency

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author:
    A. A. Alazba
    ,
    D. D. Fangmeier
    DOI: 10.1061/(ASCE)0733-9437(1995)121:6(452)
    Publisher: American Society of Civil Engineers
    Abstract: Sloping borders with free outflow were studied to determine the effect of inflow hydrograph shape on maximum application efficiency. A zero-inertia model describing the movement of water along the border run with infiltration was used to predict the maximum application efficiency for five inflow hydrograph shapes. The irrigation parameters considered were four infiltration families, three slopes, three roughness coefficients, two field lengths, and three volumes. The maximum application efficiencies averaged over all combinations of the irrigation parameters for the five hydrographs were as follows: constant, 68%; cutback, 77%; cablegation, 59%; modified cutback, 80%; and modified cablegation, 78%. Efficiencies for each hydrograph shape ranged from zero to 92%, with the low values occurring for high infiltration rates and roughness, small slopes, long fields, and low volumes of application. The infiltration family and its cross products with the other irrigation parameters were the most important variables affecting the maximum application efficiency for the five inflow hydrograph shapes.
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      Hydrograph Shape and Border Irrigation Efficiency

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27696
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    contributor authorA. A. Alazba
    contributor authorD. D. Fangmeier
    date accessioned2017-05-08T20:48:13Z
    date available2017-05-08T20:48:13Z
    date copyrightNovember 1995
    date issued1995
    identifier other%28asce%290733-9437%281995%29121%3A6%28452%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27696
    description abstractSloping borders with free outflow were studied to determine the effect of inflow hydrograph shape on maximum application efficiency. A zero-inertia model describing the movement of water along the border run with infiltration was used to predict the maximum application efficiency for five inflow hydrograph shapes. The irrigation parameters considered were four infiltration families, three slopes, three roughness coefficients, two field lengths, and three volumes. The maximum application efficiencies averaged over all combinations of the irrigation parameters for the five hydrographs were as follows: constant, 68%; cutback, 77%; cablegation, 59%; modified cutback, 80%; and modified cablegation, 78%. Efficiencies for each hydrograph shape ranged from zero to 92%, with the low values occurring for high infiltration rates and roughness, small slopes, long fields, and low volumes of application. The infiltration family and its cross products with the other irrigation parameters were the most important variables affecting the maximum application efficiency for the five inflow hydrograph shapes.
    publisherAmerican Society of Civil Engineers
    titleHydrograph Shape and Border Irrigation Efficiency
    typeJournal Paper
    journal volume121
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1995)121:6(452)
    treeJournal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 006
    contenttypeFulltext
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