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    Drainage of Sloping Lands with Constant Replenishment

    Source: Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author:
    Sewa Ram
    ,
    H. S. Chauhan
    DOI: 10.1061/(ASCE)0733-9437(1987)113:2(213)
    Publisher: American Society of Civil Engineers
    Abstract: An analytical solution is derived using the Boussinesq equation to describe an unsteady rising water‐table profile in an aquifer lying over a mildly sloping impervious bed in response to constant replenishment. A Hele‐Shaw model is used for experimental verification of the analytical solution. Reasonably close agreement is found in the computed and observed phreatic surfaces. The analytical solution can be used with reasonable accuracy for the design of subsurface drainage in sloping phreatic aquifers.
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      Drainage of Sloping Lands with Constant Replenishment

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    contributor authorSewa Ram
    contributor authorH. S. Chauhan
    date accessioned2017-05-08T20:46:47Z
    date available2017-05-08T20:46:47Z
    date copyrightMay 1987
    date issued1987
    identifier other%28asce%290733-9437%281987%29113%3A2%28213%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26888
    description abstractAn analytical solution is derived using the Boussinesq equation to describe an unsteady rising water‐table profile in an aquifer lying over a mildly sloping impervious bed in response to constant replenishment. A Hele‐Shaw model is used for experimental verification of the analytical solution. Reasonably close agreement is found in the computed and observed phreatic surfaces. The analytical solution can be used with reasonable accuracy for the design of subsurface drainage in sloping phreatic aquifers.
    publisherAmerican Society of Civil Engineers
    titleDrainage of Sloping Lands with Constant Replenishment
    typeJournal Paper
    journal volume113
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1987)113:2(213)
    treeJournal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 002
    contenttypeFulltext
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