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    Physically Based Model for Simulating Flow in Furrow Irrigation. I: Model Development

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author:
    D. R. Mailapalli
    ,
    R. Singh
    ,
    N. S. Raghuwanshi
    DOI: 10.1061/(ASCE)IR.1943-4774.0000086
    Publisher: American Society of Civil Engineers
    Abstract: Researchers developed several mathematical models for simulating furrow irrigation using the Saint-Venant equations. Most of these irrigation models use numerical techniques to solve these equations, which in general, require extensive programming and computational skills. Moreover, several of these models consider uniform soil and use empirical equations for modeling infiltration. In this article, a physically based furrow irrigation model was presented for simulating flow in irrigated furrows under both uniform and layered soils. The model consisted of an overland flow and an infiltration module that are modeled using analytical solution of the zero-inertia and the Green and Ampt [one-dimensional and two-dimensional infiltration equations) equations, respectively. Furthermore, the infiltration was also modeled using the Kostiakov-Lewis infiltration equation. The model considered all possible furrow shapes and included graphical user interface. The developed model was evaluated using the field data and the model performance was discussed in the second part of the article.
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      Physically Based Model for Simulating Flow in Furrow Irrigation. I: Model Development

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    https://yetl.yabesh.ir/yetl1/handle/yetl/64968
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorD. R. Mailapalli
    contributor authorR. Singh
    contributor authorN. S. Raghuwanshi
    date accessioned2017-05-08T21:52:31Z
    date available2017-05-08T21:52:31Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%29ir%2E1943-4774%2E0000113.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64968
    description abstractResearchers developed several mathematical models for simulating furrow irrigation using the Saint-Venant equations. Most of these irrigation models use numerical techniques to solve these equations, which in general, require extensive programming and computational skills. Moreover, several of these models consider uniform soil and use empirical equations for modeling infiltration. In this article, a physically based furrow irrigation model was presented for simulating flow in irrigated furrows under both uniform and layered soils. The model consisted of an overland flow and an infiltration module that are modeled using analytical solution of the zero-inertia and the Green and Ampt [one-dimensional and two-dimensional infiltration equations) equations, respectively. Furthermore, the infiltration was also modeled using the Kostiakov-Lewis infiltration equation. The model considered all possible furrow shapes and included graphical user interface. The developed model was evaluated using the field data and the model performance was discussed in the second part of the article.
    publisherAmerican Society of Civil Engineers
    titlePhysically Based Model for Simulating Flow in Furrow Irrigation. I: Model Development
    typeJournal Paper
    journal volume135
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000086
    treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 006
    contenttypeFulltext
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