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    Analytical Ground-Water Flow Solutions for Channel-Aquifer Interaction

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Avi Ostfeld
    ,
    Eusuff Muzaffar
    ,
    Kevin E. Lansey
    DOI: 10.1061/(ASCE)0733-9437(1999)125:4(196)
    Publisher: American Society of Civil Engineers
    Abstract: A general solution scheme for determining ground-water levels for channel/group-water systems with recharge is developed and verified. The analytical solution uses the Laplace transform method to solve a linearized form of the Boussinesq equation. Unlike other solutions, this scheme allows for both boundaries and sources/sinks to vary as a function of time and space. To verify the analytical scheme, three one-dimensional case studies of flow between two line sources in an unconfined aquifer were explored through a base run and a set of sensitivity analyses. These runs involved comparisons to MODFLOW and changes in the boundary conditions and dimensions. As noted, the flow equations were linearized about a point called the representative flow depth. A value of
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      Analytical Ground-Water Flow Solutions for Channel-Aquifer Interaction

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27922
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorAvi Ostfeld
    contributor authorEusuff Muzaffar
    contributor authorKevin E. Lansey
    date accessioned2017-05-08T20:48:58Z
    date available2017-05-08T20:48:58Z
    date copyrightJuly 1999
    date issued1999
    identifier other%28asce%290733-9437%281999%29125%3A4%28196%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27922
    description abstractA general solution scheme for determining ground-water levels for channel/group-water systems with recharge is developed and verified. The analytical solution uses the Laplace transform method to solve a linearized form of the Boussinesq equation. Unlike other solutions, this scheme allows for both boundaries and sources/sinks to vary as a function of time and space. To verify the analytical scheme, three one-dimensional case studies of flow between two line sources in an unconfined aquifer were explored through a base run and a set of sensitivity analyses. These runs involved comparisons to MODFLOW and changes in the boundary conditions and dimensions. As noted, the flow equations were linearized about a point called the representative flow depth. A value of
    publisherAmerican Society of Civil Engineers
    titleAnalytical Ground-Water Flow Solutions for Channel-Aquifer Interaction
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1999)125:4(196)
    treeJournal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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