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    Extension of Hantush and Boulton Solutions

    Source: Journal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 003
    Author:
    Bruce Hunt
    ,
    David Scott
    DOI: 10.1061/(ASCE)1084-0699(2005)10:3(223)
    Publisher: American Society of Civil Engineers
    Abstract: Equations leading to the Theis, Hantush-Jacob, and Boulton solutions are reviewed to show that the Hantush-Jacob solution contains the Theis solution and that the Boulton solution contains both the Theis and Hantush-Jacob solutions. Scaling methods are used to delineate regions of overlap between these solutions, and a new solution is obtained for free-surface drawdowns in the top layer for the Boulton solution. Ideas underlying the Boulton equations are used to suggest that the Boulton solution also models flow to a well in a layered system, provided that top and bottom boundaries are a free surface and aquiclude, respectively, and that certain restrictions are placed on the transmissivity and elastic storage of the different layers. These restrictions require that the largest transmissivity for any unpumped layer not exceed 5% of the pumped layer transmissivity and that the specific yield of the top unconfined layer be much greater than the elastic storage coefficient for any of the other layers. Numerical calculations with a MODFLOW model confirm these results and show the effect of neglecting aquitard elastic storage.
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      Extension of Hantush and Boulton Solutions

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    contributor authorBruce Hunt
    contributor authorDavid Scott
    date accessioned2017-05-08T21:23:52Z
    date available2017-05-08T21:23:52Z
    date copyrightMay 2005
    date issued2005
    identifier other%28asce%291084-0699%282005%2910%3A3%28223%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49859
    description abstractEquations leading to the Theis, Hantush-Jacob, and Boulton solutions are reviewed to show that the Hantush-Jacob solution contains the Theis solution and that the Boulton solution contains both the Theis and Hantush-Jacob solutions. Scaling methods are used to delineate regions of overlap between these solutions, and a new solution is obtained for free-surface drawdowns in the top layer for the Boulton solution. Ideas underlying the Boulton equations are used to suggest that the Boulton solution also models flow to a well in a layered system, provided that top and bottom boundaries are a free surface and aquiclude, respectively, and that certain restrictions are placed on the transmissivity and elastic storage of the different layers. These restrictions require that the largest transmissivity for any unpumped layer not exceed 5% of the pumped layer transmissivity and that the specific yield of the top unconfined layer be much greater than the elastic storage coefficient for any of the other layers. Numerical calculations with a MODFLOW model confirm these results and show the effect of neglecting aquitard elastic storage.
    publisherAmerican Society of Civil Engineers
    titleExtension of Hantush and Boulton Solutions
    typeJournal Paper
    journal volume10
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2005)10:3(223)
    treeJournal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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