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    Seepage Face Modeling for Large-Diameter Well in Unconfined Aquifer

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author:
    C. S. P. Ojha
    ,
    V. Gopal
    DOI: 10.1061/(ASCE)1084-0699(1999)4:3(275)
    Publisher: American Society of Civil Engineers
    Abstract: Modeling of the seepage face in the case of flow toward wells has received considerable attention in the literature. It is evident from the literature that the models applicable to describe the well loss in the confined flow situation have been also employed to represent the seepage face variation in the case of unconfined flow situations. It is only during the past decade that attempts have been made to describe the seepage face in the case of wells located in an unconfined aquifer. In these studies, the seepage face has been related to the aquifer discharge, the duration of pumping test, the time since the start of pumping, etc. With a view to further simplifying the existing seepage face models, the present study approaches the problem of seepage face modeling in the case of a large-diameter well located in an unconfined aquifer using the velocity of flow at the well face. The resulting expression of the seepage face is not only simpler but also converts to the existing seepage face models, or their simplified forms, as a particular case.
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      Seepage Face Modeling for Large-Diameter Well in Unconfined Aquifer

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/49472
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    • Journal of Hydrologic Engineering

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    contributor authorC. S. P. Ojha
    contributor authorV. Gopal
    date accessioned2017-05-08T21:23:16Z
    date available2017-05-08T21:23:16Z
    date copyrightJuly 1999
    date issued1999
    identifier other%28asce%291084-0699%281999%294%3A3%28275%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49472
    description abstractModeling of the seepage face in the case of flow toward wells has received considerable attention in the literature. It is evident from the literature that the models applicable to describe the well loss in the confined flow situation have been also employed to represent the seepage face variation in the case of unconfined flow situations. It is only during the past decade that attempts have been made to describe the seepage face in the case of wells located in an unconfined aquifer. In these studies, the seepage face has been related to the aquifer discharge, the duration of pumping test, the time since the start of pumping, etc. With a view to further simplifying the existing seepage face models, the present study approaches the problem of seepage face modeling in the case of a large-diameter well located in an unconfined aquifer using the velocity of flow at the well face. The resulting expression of the seepage face is not only simpler but also converts to the existing seepage face models, or their simplified forms, as a particular case.
    publisherAmerican Society of Civil Engineers
    titleSeepage Face Modeling for Large-Diameter Well in Unconfined Aquifer
    typeJournal Paper
    journal volume4
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(1999)4:3(275)
    treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;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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