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    Ground-Water Flow into Nonpenetrating Well

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author:
    Kamala K. Singh
    ,
    Shambhu P. Dasgupta
    ,
    Akhilesh P. Mishra
    ,
    Triveni P. Ojha
    DOI: 10.1061/(ASCE)0733-9437(1995)121:1(8)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments to study the performance of a cavity well (nonpenetrating well) have been conducted in both the laboratory and the field. Laboratory tests were performed on a simulated sand-tank model that reproduced the flow into the well on a reduced scale. Field tests were conducted on observation wells, drilled and installed at the Shaldahari watershed in the Midnapore district of West Bengal, India. Results have been analyzed by the finite-element method, and a reasonably good agreement with computed values has been indicated. Performance of a cavity well is found to be influenced by aquifer material properties and thickness of the confining layer. Studies have been made of leaky as well as nonleaky flow under steady and nonsteady conditions.
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      Ground-Water Flow into Nonpenetrating Well

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/27629
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    contributor authorKamala K. Singh
    contributor authorShambhu P. Dasgupta
    contributor authorAkhilesh P. Mishra
    contributor authorTriveni P. Ojha
    date accessioned2017-05-08T20:48:06Z
    date available2017-05-08T20:48:06Z
    date copyrightJanuary 1995
    date issued1995
    identifier other%28asce%290733-9437%281995%29121%3A1%288%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27629
    description abstractExperiments to study the performance of a cavity well (nonpenetrating well) have been conducted in both the laboratory and the field. Laboratory tests were performed on a simulated sand-tank model that reproduced the flow into the well on a reduced scale. Field tests were conducted on observation wells, drilled and installed at the Shaldahari watershed in the Midnapore district of West Bengal, India. Results have been analyzed by the finite-element method, and a reasonably good agreement with computed values has been indicated. Performance of a cavity well is found to be influenced by aquifer material properties and thickness of the confining layer. Studies have been made of leaky as well as nonleaky flow under steady and nonsteady conditions.
    publisherAmerican Society of Civil Engineers
    titleGround-Water Flow into Nonpenetrating Well
    typeJournal Paper
    journal volume121
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1995)121:1(8)
    treeJournal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 001
    contenttypeFulltext
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