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    Interaction of Stream and Sloping Aquifer Receiving Constant Recharge

    Source: Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author:
    A. Upadhyaya
    ,
    H. S. Chauhan
    DOI: 10.1061/(ASCE)0733-9437(2001)127:5(295)
    Publisher: American Society of Civil Engineers
    Abstract: An analytical solution and finite-element numerical solution of a linearized and nonlinear Boussinesq equation, respectively, were obtained to describe water table variation in a semi-infinite sloping/horizontal aquifer caused by the sudden rise or fall of the water level in the adjoining stream. Transient water table profiles in recharging and discharging aquifers having 0, 5, and 10% slopes and receiving zero or constant replenishment from the land surface were computed for
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      Interaction of Stream and Sloping Aquifer Receiving Constant Recharge

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28072
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    contributor authorA. Upadhyaya
    contributor authorH. S. Chauhan
    date accessioned2017-05-08T20:49:13Z
    date available2017-05-08T20:49:13Z
    date copyrightOctober 2001
    date issued2001
    identifier other%28asce%290733-9437%282001%29127%3A5%28295%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28072
    description abstractAn analytical solution and finite-element numerical solution of a linearized and nonlinear Boussinesq equation, respectively, were obtained to describe water table variation in a semi-infinite sloping/horizontal aquifer caused by the sudden rise or fall of the water level in the adjoining stream. Transient water table profiles in recharging and discharging aquifers having 0, 5, and 10% slopes and receiving zero or constant replenishment from the land surface were computed for
    publisherAmerican Society of Civil Engineers
    titleInteraction of Stream and Sloping Aquifer Receiving Constant Recharge
    typeJournal Paper
    journal volume127
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2001)127:5(295)
    treeJournal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 005
    contenttypeFulltext
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