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    Leakage through Flaws in Geomembrane Liners

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author:
    John Walton
    ,
    Masudur Rahman
    ,
    David Casey
    ,
    Miguel Picornell
    ,
    Floyd Johnson
    DOI: 10.1061/(ASCE)1090-0241(1997)123:6(534)
    Publisher: American Society of Civil Engineers
    Abstract: Leakage through flaws in geomembranes was examined with laboratory experiments and modeling. Mathematical models were developed using analytical and numerical solutions to calculate leakage through flaws. The models were verified with laboratory experiments. The system geometry around a flaw was found to control leakage. Comparison of theoretical and experimental leakage rates indicated that under effective stress gaps close and flaws become infilled resulting in a decrease in leakage. Infilling of flaws becomes important in controlling flow when the membrane is thick relative to the size of the flaw. Simple leakage equations are presented that can be used to quantify the leakage rate from composite liners. For flaws that are small relative to the clay layer thickness, leakage is independent of the thickness of the clay layer in a composite liner.
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      Leakage through Flaws in Geomembrane Liners

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51360
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJohn Walton
    contributor authorMasudur Rahman
    contributor authorDavid Casey
    contributor authorMiguel Picornell
    contributor authorFloyd Johnson
    date accessioned2017-05-08T21:26:07Z
    date available2017-05-08T21:26:07Z
    date copyrightJune 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A6%28534%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51360
    description abstractLeakage through flaws in geomembranes was examined with laboratory experiments and modeling. Mathematical models were developed using analytical and numerical solutions to calculate leakage through flaws. The models were verified with laboratory experiments. The system geometry around a flaw was found to control leakage. Comparison of theoretical and experimental leakage rates indicated that under effective stress gaps close and flaws become infilled resulting in a decrease in leakage. Infilling of flaws becomes important in controlling flow when the membrane is thick relative to the size of the flaw. Simple leakage equations are presented that can be used to quantify the leakage rate from composite liners. For flaws that are small relative to the clay layer thickness, leakage is independent of the thickness of the clay layer in a composite liner.
    publisherAmerican Society of Civil Engineers
    titleLeakage through Flaws in Geomembrane Liners
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:6(534)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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