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    Flow to a Well in a Two-Aquifer System

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 002
    Author:
    Bruce Hunt
    ,
    David Scott
    DOI: 10.1061/(ASCE)1084-0699(2007)12:2(146)
    Publisher: American Society of Civil Engineers
    Abstract: An approximate solution for flow to a well in an aquifer overlain by both an aquitard and a second aquifer containing a free surface is obtained from numerical inversions of exact analytical solutions for Laplace transforms. This study extends previous work on this topic in three ways: (1) it improves an eigenvalue decomposition solution method used earlier by Hemker and Maas in 1987 for unsteady flow in multiaquifer systems; (2) it obtains an approximate solution that is simpler to evaluate than previously known solutions; and (3) it utilizes a much more general solution from a MODFLOW finite-difference model to explore both limitations of the approximate solution and the physical behavior of the two-aquifer system. In addition, criteria are obtained that show when the two-aquifer solution can be replaced with the simpler Boulton solution when analyzing pumping test field data.
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      Flow to a Well in a Two-Aquifer System

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    contributor authorBruce Hunt
    contributor authorDavid Scott
    date accessioned2017-05-08T21:24:03Z
    date available2017-05-08T21:24:03Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%291084-0699%282007%2912%3A2%28146%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50020
    description abstractAn approximate solution for flow to a well in an aquifer overlain by both an aquitard and a second aquifer containing a free surface is obtained from numerical inversions of exact analytical solutions for Laplace transforms. This study extends previous work on this topic in three ways: (1) it improves an eigenvalue decomposition solution method used earlier by Hemker and Maas in 1987 for unsteady flow in multiaquifer systems; (2) it obtains an approximate solution that is simpler to evaluate than previously known solutions; and (3) it utilizes a much more general solution from a MODFLOW finite-difference model to explore both limitations of the approximate solution and the physical behavior of the two-aquifer system. In addition, criteria are obtained that show when the two-aquifer solution can be replaced with the simpler Boulton solution when analyzing pumping test field data.
    publisherAmerican Society of Civil Engineers
    titleFlow to a Well in a Two-Aquifer System
    typeJournal Paper
    journal volume12
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2007)12:2(146)
    treeJournal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 002
    contenttypeFulltext
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