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    Distribution of Stream Depletion

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author:
    Nicholas Dudley Ward
    ,
    Peter Callander
    DOI: 10.1061/(ASCE)HY.1943-7900.0000137
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, we consider Hunt’s stream depletion model, which models the effect of pumping adjacent to an infinitely long stream. In this model it is assumed that drawdown is described by an extension of the Theis equation. We derive a formula for the distribution of stream depletion and comment on the use of this formula in pump test design.
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      Distribution of Stream Depletion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63967
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    contributor authorNicholas Dudley Ward
    contributor authorPeter Callander
    date accessioned2017-05-08T21:50:41Z
    date available2017-05-08T21:50:41Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29hy%2E1943-7900%2E0000161.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63967
    description abstractIn this paper, we consider Hunt’s stream depletion model, which models the effect of pumping adjacent to an infinitely long stream. In this model it is assumed that drawdown is described by an extension of the Theis equation. We derive a formula for the distribution of stream depletion and comment on the use of this formula in pump test design.
    publisherAmerican Society of Civil Engineers
    titleDistribution of Stream Depletion
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000137
    treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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