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    Modeling of Variably Saturated Flow in Response to Pumping from an Unconfined Aquifer: Numerical Evidence of Gravity-Delayed Drainage and Its Parameterization

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 002
    Author:
    Niranjan M. Trivedi
    ,
    Deepak Kashyap
    DOI: 10.1061/(ASCE)HE.1943-5584.0001308
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model of variably saturated axis-symmetric radial flow is employed to simulate and parameterize the gravity-delayed drainage, viewing it as the vertical accretion over falling water table. Numerical experiments are conducted to simulate the head fields at advancing discrete times as pumping is sustained at the assigned well. The head fields are invoked to generate the corresponding time series of water table elevation and the accretion rate over it. Employing these time series, the optimal structure/parameters of gravity-delayed drainage equation are estimated by the least-squares approach under a variety of hydrogeologic/geometric conditions. It is revealed that generally, a two-parameter gravity-delayed drainage equation reproduces parsimoniously the accretion time series.
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      Modeling of Variably Saturated Flow in Response to Pumping from an Unconfined Aquifer: Numerical Evidence of Gravity-Delayed Drainage and Its Parameterization

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    contributor authorNiranjan M. Trivedi
    contributor authorDeepak Kashyap
    date accessioned2017-12-30T12:55:59Z
    date available2017-12-30T12:55:59Z
    date issued2016
    identifier other%28ASCE%29HE.1943-5584.0001308.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243555
    description abstractA numerical model of variably saturated axis-symmetric radial flow is employed to simulate and parameterize the gravity-delayed drainage, viewing it as the vertical accretion over falling water table. Numerical experiments are conducted to simulate the head fields at advancing discrete times as pumping is sustained at the assigned well. The head fields are invoked to generate the corresponding time series of water table elevation and the accretion rate over it. Employing these time series, the optimal structure/parameters of gravity-delayed drainage equation are estimated by the least-squares approach under a variety of hydrogeologic/geometric conditions. It is revealed that generally, a two-parameter gravity-delayed drainage equation reproduces parsimoniously the accretion time series.
    publisherAmerican Society of Civil Engineers
    titleModeling of Variably Saturated Flow in Response to Pumping from an Unconfined Aquifer: Numerical Evidence of Gravity-Delayed Drainage and Its Parameterization
    typeJournal Paper
    journal volume21
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001308
    page06015014
    treeJournal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 002
    contenttypeFulltext
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