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    Decoupled Advection-Dispersion Method for Determining Wall Thickness of Slurry Trench Cutoff Walls

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 005
    Author:
    Chen Guan-Nian;John Cleall Peter;Li Yu-Chao;Yu Ze-Xi;Ke Han;Chen Yun-Min
    DOI: 10.1061/(ASCE)GM.1943-5622.0001130
    Publisher: American Society of Civil Engineers
    Abstract: Low-permeability slurry trench cutoff walls are commonly constructed as barriers for containment of subsurface point-source pollution or as part of seepage-control systems on contaminated sites. A method to estimate wall thickness in slurry wall design is proposed based on decoupling the advective and dispersive components of contaminant fluxes through the wall. The relative error of the result obtained by the proposed method compared with that by an analytical solution was found to increase as the ratio of the specified breakthrough exit concentration (c*) to the source concentration (c) increased. For c*/c of less than .1, which covers common practical situations, the relative error was not greater than 4% and was always conservative, indicating that the proposed method provides sufficient accuracy for design. For a given breakthrough criterion (i.e., c*/c), the relative error was low for the scenarios having either a low or high column Peclet number, where either dispersion or advection dominates the contaminant migration, respectively, and the relative error was high for the scenario having an intermediate column Peclet number, in which case the coupling effect of advective and dispersive migrations is relatively high.
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      Decoupled Advection-Dispersion Method for Determining Wall Thickness of Slurry Trench Cutoff Walls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249902
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    • International Journal of Geomechanics

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    contributor authorChen Guan-Nian;John Cleall Peter;Li Yu-Chao;Yu Ze-Xi;Ke Han;Chen Yun-Min
    date accessioned2019-02-26T07:51:48Z
    date available2019-02-26T07:51:48Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001130.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249902
    description abstractLow-permeability slurry trench cutoff walls are commonly constructed as barriers for containment of subsurface point-source pollution or as part of seepage-control systems on contaminated sites. A method to estimate wall thickness in slurry wall design is proposed based on decoupling the advective and dispersive components of contaminant fluxes through the wall. The relative error of the result obtained by the proposed method compared with that by an analytical solution was found to increase as the ratio of the specified breakthrough exit concentration (c*) to the source concentration (c) increased. For c*/c of less than .1, which covers common practical situations, the relative error was not greater than 4% and was always conservative, indicating that the proposed method provides sufficient accuracy for design. For a given breakthrough criterion (i.e., c*/c), the relative error was low for the scenarios having either a low or high column Peclet number, where either dispersion or advection dominates the contaminant migration, respectively, and the relative error was high for the scenario having an intermediate column Peclet number, in which case the coupling effect of advective and dispersive migrations is relatively high.
    publisherAmerican Society of Civil Engineers
    titleDecoupled Advection-Dispersion Method for Determining Wall Thickness of Slurry Trench Cutoff Walls
    typeJournal Paper
    journal volume18
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001130
    page6018007
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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