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    Drawdowns for Leaky‐Aquifer Flow with Storage in Finite‐Width Sink

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author:
    Louis H. Motz
    DOI: 10.1061/(ASCE)0733-9437(1994)120:4(820)
    Publisher: American Society of Civil Engineers
    Abstract: One‐dimensional horizontal flow in a semi‐infinite confined aquifer can be described in terms of mathematical solutions that relate the drawdown to aquifer parameters and the aquifer flow rate. A new solution that considers the effects of storage in a finite‐width sink into which flow occurs from the aquifer was developed for the leaky‐aquifer case. The solution was obtained by inverting the Laplace‐space solution using the Stehfest numerical algorithm, and a drain function
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      Drawdowns for Leaky‐Aquifer Flow with Storage in Finite‐Width Sink

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27592
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    contributor authorLouis H. Motz
    date accessioned2017-05-08T20:48:02Z
    date available2017-05-08T20:48:02Z
    date copyrightJuly 1994
    date issued1994
    identifier other%28asce%290733-9437%281994%29120%3A4%28820%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27592
    description abstractOne‐dimensional horizontal flow in a semi‐infinite confined aquifer can be described in terms of mathematical solutions that relate the drawdown to aquifer parameters and the aquifer flow rate. A new solution that considers the effects of storage in a finite‐width sink into which flow occurs from the aquifer was developed for the leaky‐aquifer case. The solution was obtained by inverting the Laplace‐space solution using the Stehfest numerical algorithm, and a drain function
    publisherAmerican Society of Civil Engineers
    titleDrawdowns for Leaky‐Aquifer Flow with Storage in Finite‐Width Sink
    typeJournal Paper
    journal volume120
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1994)120:4(820)
    treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 004
    contenttypeFulltext
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