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    Simple Model for Analyzing Transient Pumping from Two Aquifers without Cross Flow

    Source: Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author:
    Sushil K. Singh
    DOI: 10.1061/(ASCE)0733-9437(2009)135:1(102)
    Publisher: American Society of Civil Engineers
    Abstract: A computationally simple semianalytical model is proposed for calculating the drawdown due to pumping a well tapping two aquifers separated by an aquiclude with no cross flow. The new model can take into account the transient pumping discharge. Equations are proposed for calculating the transient contributions of the aquifers to the pumped discharge and drawdowns in aquifers. The residual drawdowns in the aquifers and the aquifer contributions during recovery period can also be obtained using the proposed model. Based upon a similar principle, another model is also developed that can consider the effect of the well storage. The proposed models can be used to calculate drawdowns neglecting or considering the well storage, in the case of transient pumping from two aquifers having different values of transmissivity and storage coefficient. It is hoped that the new models would be of help to the field engineers and practitioners.
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      Simple Model for Analyzing Transient Pumping from Two Aquifers without Cross Flow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/28740
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    contributor authorSushil K. Singh
    date accessioned2017-05-08T20:50:14Z
    date available2017-05-08T20:50:14Z
    date copyrightFebruary 2009
    date issued2009
    identifier other%28asce%290733-9437%282009%29135%3A1%28102%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28740
    description abstractA computationally simple semianalytical model is proposed for calculating the drawdown due to pumping a well tapping two aquifers separated by an aquiclude with no cross flow. The new model can take into account the transient pumping discharge. Equations are proposed for calculating the transient contributions of the aquifers to the pumped discharge and drawdowns in aquifers. The residual drawdowns in the aquifers and the aquifer contributions during recovery period can also be obtained using the proposed model. Based upon a similar principle, another model is also developed that can consider the effect of the well storage. The proposed models can be used to calculate drawdowns neglecting or considering the well storage, in the case of transient pumping from two aquifers having different values of transmissivity and storage coefficient. It is hoped that the new models would be of help to the field engineers and practitioners.
    publisherAmerican Society of Civil Engineers
    titleSimple Model for Analyzing Transient Pumping from Two Aquifers without Cross Flow
    typeJournal Paper
    journal volume135
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2009)135:1(102)
    treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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