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    Volume Balance Irrigation Advance Equation: Variation of Surface Shape Factor

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author:
    John D. Valiantzas
    DOI: 10.1061/(ASCE)0733-9437(1997)123:4(307)
    Publisher: American Society of Civil Engineers
    Abstract: In application of the volume balance (VB) models, it is generally assumed that the average depth of surface water is constant. This basic assumption may cause significant errors in computing advance. In this paper an accurate algebraic VB equation is developed to predict the advance phase in surface irrigation. In the suggested analysis the average surface water depth is considered to be variable in time. By systematic analysis of accurate kinematic-wave (KW) numerical solutions, the behavior of the surface profile shape factor used in the VB equation is examined. A new equation describing the time dependence of the surface shape factor is derived. Comparison tests indicated that the suggested variable surface shape factor VB equation produces essentially the same results as the KW numerical method. The suggested equation is improved for the case of level or low sloping borders.
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      Volume Balance Irrigation Advance Equation: Variation of Surface Shape Factor

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    contributor authorJohn D. Valiantzas
    date accessioned2017-05-08T20:48:47Z
    date available2017-05-08T20:48:47Z
    date copyrightJuly 1997
    date issued1997
    identifier other%28asce%290733-9437%281997%29123%3A4%28307%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27813
    description abstractIn application of the volume balance (VB) models, it is generally assumed that the average depth of surface water is constant. This basic assumption may cause significant errors in computing advance. In this paper an accurate algebraic VB equation is developed to predict the advance phase in surface irrigation. In the suggested analysis the average surface water depth is considered to be variable in time. By systematic analysis of accurate kinematic-wave (KW) numerical solutions, the behavior of the surface profile shape factor used in the VB equation is examined. A new equation describing the time dependence of the surface shape factor is derived. Comparison tests indicated that the suggested variable surface shape factor VB equation produces essentially the same results as the KW numerical method. The suggested equation is improved for the case of level or low sloping borders.
    publisherAmerican Society of Civil Engineers
    titleVolume Balance Irrigation Advance Equation: Variation of Surface Shape Factor
    typeJournal Paper
    journal volume123
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1997)123:4(307)
    treeJournal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 004
    contenttypeFulltext
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