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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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