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    Response of Unconfined Aquifer to Sudden Change in Boundary Head

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author:
    D. A. Lockington
    DOI: 10.1061/(ASCE)0733-9437(1997)123:1(24)
    Publisher: American Society of Civil Engineers
    Abstract: Simple, analytical approximations to the solution of the one-dimensional Boussinesq equation are obtained using a weighted residual method. The approach can be applied to both the recharging and the dewatering of an unconfined, homogeneous aquifer from a fully penetrating trench. Estimates for recharge, discharge, and the elevation of the water table are given by explicit algebraic expressions. Comparison with numerical solutions illustrates the accuracy of these new formulas.
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      Response of Unconfined Aquifer to Sudden Change in Boundary Head

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27765
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    contributor authorD. A. Lockington
    date accessioned2017-05-08T20:48:42Z
    date available2017-05-08T20:48:42Z
    date copyrightJanuary 1997
    date issued1997
    identifier other%28asce%290733-9437%281997%29123%3A1%2824%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27765
    description abstractSimple, analytical approximations to the solution of the one-dimensional Boussinesq equation are obtained using a weighted residual method. The approach can be applied to both the recharging and the dewatering of an unconfined, homogeneous aquifer from a fully penetrating trench. Estimates for recharge, discharge, and the elevation of the water table are given by explicit algebraic expressions. Comparison with numerical solutions illustrates the accuracy of these new formulas.
    publisherAmerican Society of Civil Engineers
    titleResponse of Unconfined Aquifer to Sudden Change in Boundary Head
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1997)123:1(24)
    treeJournal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 001
    contenttypeFulltext
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