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    Modeling Volatile Organic Compound Transport in Composite Liners

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author:
    Min-Gyun Park
    ,
    Tuncer B. Edil
    ,
    Craig H. Benson
    DOI: 10.1061/(ASCE)GT.1943-5606.0000630
    Publisher: American Society of Civil Engineers
    Abstract: Data from bench-scale composite liner experiments were compared with predictions made with two models, a finite-difference model and a semianalytical model, used to predict volatile organic compound (VOC) transport through composite liners. Transport parameters for the geomembrane and clay for five common VOCs were measured independently and used as input. Predictions from both models for all five VOCs were essentially identical. Excellent agreement was obtained between the predicted and measured concentrations for all five VOCs without model calibration. However, inherent variability in measured transport parameters has a significant effect on predictions. Volatile organic compound concentrations in the clay liner near the geomembrane-clay interface depend primarily on transport parameters for the geomembrane. However, this becomes less significant as the distance from the geomembrane-clay interface increases.
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      Modeling Volatile Organic Compound Transport in Composite Liners

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62426
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMin-Gyun Park
    contributor authorTuncer B. Edil
    contributor authorCraig H. Benson
    date accessioned2017-05-08T21:47:29Z
    date available2017-05-08T21:47:29Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29gt%2E1943-5606%2E0000645.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62426
    description abstractData from bench-scale composite liner experiments were compared with predictions made with two models, a finite-difference model and a semianalytical model, used to predict volatile organic compound (VOC) transport through composite liners. Transport parameters for the geomembrane and clay for five common VOCs were measured independently and used as input. Predictions from both models for all five VOCs were essentially identical. Excellent agreement was obtained between the predicted and measured concentrations for all five VOCs without model calibration. However, inherent variability in measured transport parameters has a significant effect on predictions. Volatile organic compound concentrations in the clay liner near the geomembrane-clay interface depend primarily on transport parameters for the geomembrane. However, this becomes less significant as the distance from the geomembrane-clay interface increases.
    publisherAmerican Society of Civil Engineers
    titleModeling Volatile Organic Compound Transport in Composite Liners
    typeJournal Paper
    journal volume138
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000630
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    contenttypeFulltext
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