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    Transient Radius of Influence Model

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author:
    Shu Tung Chu
    DOI: 10.1061/(ASCE)0733-9437(1994)120:5(964)
    Publisher: American Society of Civil Engineers
    Abstract: In the traditional analysis, the radius is defined as a constant radial distance beyond which the aquifer is undisturbed by the pumping of water from a well. In the real world, the radius is a transient variable. Its value is zero when the pumping starts, and it expands radially in the aquifer as pumping proceeds. A transient radius of influence is a proper concept to describe well hydraulics. Traditional analyses in well hydraulics were focused on water table drawdown, and less attention was given to the cone of depression volume. From the conservation of mass principle, the cone of depression volume is related to the amount of water removed from the aquifer and is, therefore, related to the pumping time. Such an concept is employed to obtain transient solutions of well drawdown and radius of influence for a well in an unconfined aquifer under a constant recharge rate.
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      Transient Radius of Influence Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27607
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    contributor authorShu Tung Chu
    date accessioned2017-05-08T20:48:03Z
    date available2017-05-08T20:48:03Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-9437%281994%29120%3A5%28964%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27607
    description abstractIn the traditional analysis, the radius is defined as a constant radial distance beyond which the aquifer is undisturbed by the pumping of water from a well. In the real world, the radius is a transient variable. Its value is zero when the pumping starts, and it expands radially in the aquifer as pumping proceeds. A transient radius of influence is a proper concept to describe well hydraulics. Traditional analyses in well hydraulics were focused on water table drawdown, and less attention was given to the cone of depression volume. From the conservation of mass principle, the cone of depression volume is related to the amount of water removed from the aquifer and is, therefore, related to the pumping time. Such an concept is employed to obtain transient solutions of well drawdown and radius of influence for a well in an unconfined aquifer under a constant recharge rate.
    publisherAmerican Society of Civil Engineers
    titleTransient Radius of Influence Model
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1994)120:5(964)
    treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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