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    Recharge from an Array of Polygonal Channels

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author:
    Mahender Choudhary
    ,
    Bhagu R. Chahar
    DOI: 10.1061/(ASCE)HE.1943-5584.0000872
    Publisher: American Society of Civil Engineers
    Abstract: An exact analytical solution for the quantity of recharge from an array of trapezoidal channels underlain by a drainage layer at a shallow depth has been obtained using an inverse hodograph and Schwarz-Christoffel transformation. The symmetry about the vertical axis has been utilized in obtaining the solution for half of the seepage domain only. The solution considers the drainage layer at shallow depth with or without pressure. The solution also includes relations for variation in seepage velocity along the channel perimeter and a set of parametric equations for the location of phreatic line. From this generalized case, particular solutions have also been deduced for an array of triangular and rectangular channels. Also particular solutions for different conditions of the drainage layer for all three shapes of channels are possible like the drainage layer at shallow depth without pressure or absence of drainage layer. The solutions can further be reduced to an isolated channel with drainage layer at shallow depth or at large depth and water table below the drainage layer. The solution is useful in quantifying artificial recharge and/or seepage loss from an array of polygonal channels.
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      Recharge from an Array of Polygonal Channels

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/63763
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    contributor authorMahender Choudhary
    contributor authorBhagu R. Chahar
    date accessioned2017-05-08T21:50:11Z
    date available2017-05-08T21:50:11Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29he%2E1943-5584%2E0000906.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63763
    description abstractAn exact analytical solution for the quantity of recharge from an array of trapezoidal channels underlain by a drainage layer at a shallow depth has been obtained using an inverse hodograph and Schwarz-Christoffel transformation. The symmetry about the vertical axis has been utilized in obtaining the solution for half of the seepage domain only. The solution considers the drainage layer at shallow depth with or without pressure. The solution also includes relations for variation in seepage velocity along the channel perimeter and a set of parametric equations for the location of phreatic line. From this generalized case, particular solutions have also been deduced for an array of triangular and rectangular channels. Also particular solutions for different conditions of the drainage layer for all three shapes of channels are possible like the drainage layer at shallow depth without pressure or absence of drainage layer. The solutions can further be reduced to an isolated channel with drainage layer at shallow depth or at large depth and water table below the drainage layer. The solution is useful in quantifying artificial recharge and/or seepage loss from an array of polygonal channels.
    publisherAmerican Society of Civil Engineers
    titleRecharge from an Array of Polygonal Channels
    typeJournal Paper
    journal volume19
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000872
    treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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