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    Analytical Solution for One-Dimensional Diffusion of Organic Pollutants in a Geomembrane–Bentonite Composite Barrier and Parametric Analyses

    Source: Journal of Environmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author:
    Liang-tong Zhan
    ,
    Xing Zeng
    ,
    Yuchao Li
    ,
    Yunmin Chen
    DOI: 10.1061/(ASCE)EE.1943-7870.0000784
    Publisher: American Society of Civil Engineers
    Abstract: Geomembrane–bentonite composite barrier is known as one of the most reliable and effective technologies for containing underground contamination. Analytical solution for one-dimensional diffusion of an organic solute in the three-layered composite barrier is presented for the case in which the barrier is keyed in aquitard. Parametric analyses were conducted to investigate the effects of partition coefficient and installation location of high-density polyethylene (HDPE) geomembrane, retardation factor, and thickness of bentonite slurry wall on the barrier performance using this analytical solution. The analysis results demonstrate that the containment performance of the composite barrier depends much on the partition coefficient of HDPE geomembrane over the target pollutant. The HDPE geomembrane exhibits an excellent resistance to the hydrophilic organics, which have a low partition coefficient. However, the hydrophobic organics, which have a high partition coefficient, can diffuse readily through the HDPE geomembrane. It is found that there is a special value of partition coefficient (i.e.,
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      Analytical Solution for One-Dimensional Diffusion of Organic Pollutants in a Geomembrane–Bentonite Composite Barrier and Parametric Analyses

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/60243
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    • Journal of Environmental Engineering

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    contributor authorLiang-tong Zhan
    contributor authorXing Zeng
    contributor authorYuchao Li
    contributor authorYunmin Chen
    date accessioned2017-05-08T21:42:41Z
    date available2017-05-08T21:42:41Z
    date copyrightJanuary 2014
    date issued2014
    identifier other%28asce%29ee%2E1943-7870%2E0000792.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60243
    description abstractGeomembrane–bentonite composite barrier is known as one of the most reliable and effective technologies for containing underground contamination. Analytical solution for one-dimensional diffusion of an organic solute in the three-layered composite barrier is presented for the case in which the barrier is keyed in aquitard. Parametric analyses were conducted to investigate the effects of partition coefficient and installation location of high-density polyethylene (HDPE) geomembrane, retardation factor, and thickness of bentonite slurry wall on the barrier performance using this analytical solution. The analysis results demonstrate that the containment performance of the composite barrier depends much on the partition coefficient of HDPE geomembrane over the target pollutant. The HDPE geomembrane exhibits an excellent resistance to the hydrophilic organics, which have a low partition coefficient. However, the hydrophobic organics, which have a high partition coefficient, can diffuse readily through the HDPE geomembrane. It is found that there is a special value of partition coefficient (i.e.,
    publisherAmerican Society of Civil Engineers
    titleAnalytical Solution for One-Dimensional Diffusion of Organic Pollutants in a Geomembrane–Bentonite Composite Barrier and Parametric Analyses
    typeJournal Paper
    journal volume140
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0000784
    treeJournal of Environmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    contenttypeFulltext
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