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    Coupled Surface-Subsurface Flow Model for Improved Basin Irrigation Management

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author:
    D. Zerihun
    ,
    A. Furman
    ,
    A. W. Warrick
    ,
    C. A. Sanchez
    DOI: 10.1061/(ASCE)0733-9437(2005)131:2(111)
    Publisher: American Society of Civil Engineers
    Abstract: The availability of a process-based coupled surface-subsurface model can lead to improved surface irrigation/fertigation management practices. In this study, a one-dimensional zero-inertia model is coupled with a one-dimensional unsaturated zone water-flow model: HYDRUS-1D. A driver program is used to effect internal iterative coupling of the surface and subsurface flow models. Flow depths calculated using the surface-flow model are used as Dirichlet boundary conditions for the subsurface-flow model, and infiltration amounts calculated by the subsurface model are in turn used in surface-flow mass balance calculations. The model was tested by using field data collected at the University of Arizona, Yuma Mesa, research farm. The maximum mean absolute difference between field-observed and model-predicted advance is
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      Coupled Surface-Subsurface Flow Model for Improved Basin Irrigation Management

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/28321
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorD. Zerihun
    contributor authorA. Furman
    contributor authorA. W. Warrick
    contributor authorC. A. Sanchez
    date accessioned2017-05-08T20:49:34Z
    date available2017-05-08T20:49:34Z
    date copyrightApril 2005
    date issued2005
    identifier other%28asce%290733-9437%282005%29131%3A2%28111%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28321
    description abstractThe availability of a process-based coupled surface-subsurface model can lead to improved surface irrigation/fertigation management practices. In this study, a one-dimensional zero-inertia model is coupled with a one-dimensional unsaturated zone water-flow model: HYDRUS-1D. A driver program is used to effect internal iterative coupling of the surface and subsurface flow models. Flow depths calculated using the surface-flow model are used as Dirichlet boundary conditions for the subsurface-flow model, and infiltration amounts calculated by the subsurface model are in turn used in surface-flow mass balance calculations. The model was tested by using field data collected at the University of Arizona, Yuma Mesa, research farm. The maximum mean absolute difference between field-observed and model-predicted advance is
    publisherAmerican Society of Civil Engineers
    titleCoupled Surface-Subsurface Flow Model for Improved Basin Irrigation Management
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2005)131:2(111)
    treeJournal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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