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    Leakage Rates through Flaws in Membrane Liners

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author:
    Priyantha W. Jayawickrama
    ,
    Kirk W. Brown
    ,
    James C. Thomas
    ,
    Robert L. Lytton
    DOI: 10.1061/(ASCE)0733-9372(1988)114:6(1401)
    Publisher: American Society of Civil Engineers
    Abstract: A detailed experimental and theoretical study was undertaken to evaluate the leak rate of liquids through flaws in synthetic flexible membrane liners (FMLs) into a compacted soil subbase. In the experimental phase of the research study a series of large scale laboratory permeameter tests were performed to determine the influence of the various factors on the leakage rate of water. The parameters examined included the water head above the FML, the hydraulic conductivity of the subbase material, the size and shape of the flaw, and the type and thickness of the FML. The results revealed that the liquid spreads laterally along a gap between the liner and the subsoil, with simultaneous infiltration into the soil. In the analytical phase of the study, a model was developed to simulate the aforementioned flow mechanisms. Subsequently, the calibrated model was used to prepare a set of tables and graphs which may be used to predict potential leak rates in field installations.
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      Leakage Rates through Flaws in Membrane Liners

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    https://yetl.yabesh.ir/yetl1/handle/yetl/36653
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    contributor authorPriyantha W. Jayawickrama
    contributor authorKirk W. Brown
    contributor authorJames C. Thomas
    contributor authorRobert L. Lytton
    date accessioned2017-05-08T21:02:53Z
    date available2017-05-08T21:02:53Z
    date copyrightDecember 1988
    date issued1988
    identifier other%28asce%290733-9372%281988%29114%3A6%281401%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36653
    description abstractA detailed experimental and theoretical study was undertaken to evaluate the leak rate of liquids through flaws in synthetic flexible membrane liners (FMLs) into a compacted soil subbase. In the experimental phase of the research study a series of large scale laboratory permeameter tests were performed to determine the influence of the various factors on the leakage rate of water. The parameters examined included the water head above the FML, the hydraulic conductivity of the subbase material, the size and shape of the flaw, and the type and thickness of the FML. The results revealed that the liquid spreads laterally along a gap between the liner and the subsoil, with simultaneous infiltration into the soil. In the analytical phase of the study, a model was developed to simulate the aforementioned flow mechanisms. Subsequently, the calibrated model was used to prepare a set of tables and graphs which may be used to predict potential leak rates in field installations.
    publisherAmerican Society of Civil Engineers
    titleLeakage Rates through Flaws in Membrane Liners
    typeJournal Paper
    journal volume114
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1988)114:6(1401)
    treeJournal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 006
    contenttypeFulltext
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