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    Analytical Solution for Diffusion of VOCs through Composite Landfill Liners

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author:
    Peter John Cleall
    ,
    Yu-Chao Li
    DOI: 10.1061/(ASCE)GT.1943-5606.0000506
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions are presented for analyzing volatile organic compound (VOC) diffusion through intact composite landfill liners for two scenarios with boundary conditions at the base of either a VOC concentration of zero or a VOC mass flux of zero. A time-dependent concentration top boundary condition is included in the presented analytical solutions to model typical variations of VOC concentration in the leachate over time. The presented solutions are verified against alternative numerical solutions and applied to analyze dichloromethane diffusion through a composite liner. The analytical solutions are found to provide useful predictions of VOC concentration and mass flux for the design of composite liners. VOC concentrations and fluxes at the base of the composite liner at 30 years predicted by consideration of representative transient variation in leachate concentration, for an example problem, are nearly half of those when a constant leachate concentration assumed.
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      Analytical Solution for Diffusion of VOCs through Composite Landfill Liners

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62290
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorPeter John Cleall
    contributor authorYu-Chao Li
    date accessioned2017-05-08T21:47:10Z
    date available2017-05-08T21:47:10Z
    date copyrightSeptember 2011
    date issued2011
    identifier other%28asce%29gt%2E1943-5606%2E0000521.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62290
    description abstractAnalytical solutions are presented for analyzing volatile organic compound (VOC) diffusion through intact composite landfill liners for two scenarios with boundary conditions at the base of either a VOC concentration of zero or a VOC mass flux of zero. A time-dependent concentration top boundary condition is included in the presented analytical solutions to model typical variations of VOC concentration in the leachate over time. The presented solutions are verified against alternative numerical solutions and applied to analyze dichloromethane diffusion through a composite liner. The analytical solutions are found to provide useful predictions of VOC concentration and mass flux for the design of composite liners. VOC concentrations and fluxes at the base of the composite liner at 30 years predicted by consideration of representative transient variation in leachate concentration, for an example problem, are nearly half of those when a constant leachate concentration assumed.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution for Diffusion of VOCs through Composite Landfill Liners
    typeJournal Paper
    journal volume137
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000506
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 009
    contenttypeFulltext
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