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    Furrow Irrigation Model for Real‐Time Applications on Cracking Soils

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author:
    Jean‐Claude Mailhol
    ,
    Juan‐Manuel Gonzalez
    DOI: 10.1061/(ASCE)0733-9437(1993)119:5(768)
    Publisher: American Society of Civil Engineers
    Abstract: Clay soils frequently develop large cracks after irrigation. Infiltration equations therefore need to be modified to take cracking soil properties into account when modeling and optimizing furrow irrigation. In this article, we propose an infiltration equation for cracked soils, based on two parameters. Other parameters of the global model are assumed to be known (furrow length, shape, slope, and estimated roughness). One parameter is linked to the type of soil and is calibrated separately for the entire irrigation process. The second parameter takes soils' cracks into account and is calibrated in real time during the advance phase (before the water front overruns the middle of the plot). This global furrow irrigation model for cracked soils is derived from a conceptual approach and can be used either to predict in real time, water‐use efficiency during irrigation (infiltrated volume, runoff water losses, uniformity) or to optimize irrigation parameters (head flow, irrigation duration). The model was tested and validated on three irrigation applications on 60 furrows in a corn field in Tarascon in southeastern France. This conceptual model can be easily adapted to the statistical approach, which is based on the variability of water advance between the furrows.
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      Furrow Irrigation Model for Real‐Time Applications on Cracking Soils

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/27476
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorJean‐Claude Mailhol
    contributor authorJuan‐Manuel Gonzalez
    date accessioned2017-05-08T20:47:51Z
    date available2017-05-08T20:47:51Z
    date copyrightSeptember 1993
    date issued1993
    identifier other%28asce%290733-9437%281993%29119%3A5%28768%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27476
    description abstractClay soils frequently develop large cracks after irrigation. Infiltration equations therefore need to be modified to take cracking soil properties into account when modeling and optimizing furrow irrigation. In this article, we propose an infiltration equation for cracked soils, based on two parameters. Other parameters of the global model are assumed to be known (furrow length, shape, slope, and estimated roughness). One parameter is linked to the type of soil and is calibrated separately for the entire irrigation process. The second parameter takes soils' cracks into account and is calibrated in real time during the advance phase (before the water front overruns the middle of the plot). This global furrow irrigation model for cracked soils is derived from a conceptual approach and can be used either to predict in real time, water‐use efficiency during irrigation (infiltrated volume, runoff water losses, uniformity) or to optimize irrigation parameters (head flow, irrigation duration). The model was tested and validated on three irrigation applications on 60 furrows in a corn field in Tarascon in southeastern France. This conceptual model can be easily adapted to the statistical approach, which is based on the variability of water advance between the furrows.
    publisherAmerican Society of Civil Engineers
    titleFurrow Irrigation Model for Real‐Time Applications on Cracking Soils
    typeJournal Paper
    journal volume119
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1993)119:5(768)
    treeJournal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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