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    Influence Zone of Recharging-Dewatering Actions in Unconfined Aquifer

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author:
    R. Revelli
    ,
    L. Ridolfi
    DOI: 10.1061/(ASCE)0733-9437(2000)126:2(110)
    Publisher: American Society of Civil Engineers
    Abstract: This work deals with the recharging-dewatering problem for an unconfined aquifer. In particular, the evolution of the aquifer free surface consequent to changes in the water level in a trench near the aquifer itself has been investigated. The problem has been analyzed using a numerical approach so as not to eliminate the nonlinearities of the boundary conditions: the Laplace equation has been solved using the finite-element method coupled to an interpolation-collocation method for the solution of the free surface kinematic condition. Many configurations, which are most likely to cover cases of practical interest, have been studied, and the results have been summarized in a simple formula that permits the evaluation of the aquifer portion that is affected by recharging-dewatering actions.
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      Influence Zone of Recharging-Dewatering Actions in Unconfined Aquifer

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27960
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorR. Revelli
    contributor authorL. Ridolfi
    date accessioned2017-05-08T20:49:02Z
    date available2017-05-08T20:49:02Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%290733-9437%282000%29126%3A2%28110%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27960
    description abstractThis work deals with the recharging-dewatering problem for an unconfined aquifer. In particular, the evolution of the aquifer free surface consequent to changes in the water level in a trench near the aquifer itself has been investigated. The problem has been analyzed using a numerical approach so as not to eliminate the nonlinearities of the boundary conditions: the Laplace equation has been solved using the finite-element method coupled to an interpolation-collocation method for the solution of the free surface kinematic condition. Many configurations, which are most likely to cover cases of practical interest, have been studied, and the results have been summarized in a simple formula that permits the evaluation of the aquifer portion that is affected by recharging-dewatering actions.
    publisherAmerican Society of Civil Engineers
    titleInfluence Zone of Recharging-Dewatering Actions in Unconfined Aquifer
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2000)126:2(110)
    treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 002
    contenttypeFulltext
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