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

机译:解耦对流弥散法确定泥浆渠防渗墙的壁厚

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摘要

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(0)) increased. For c*/c(0) of less than 0.1, 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(0)), 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. (C) 2018 American Society of Civil Engineers.
机译:低渗透性泥水沟渠防渗墙通常被构造成用于控制地下点源污染的屏障或被污染场地的防渗系统的一部分。提出了一种基于污泥壁设计的估算壁厚的方法,该方法基于通过壁的污染物通量的对流分量和分散分量的解耦。发现通过指定的突破出口浓度(c *)与源浓度(c(0))之比,通过所提出的方法获得的结果与通过解析溶液获得的结果的相对误差会增加。当c * / c(0)小于0.1时,这涵盖了常见的实际情况,相对误差不大于4%,并且始终是保守的,这表明所提出的方法为设计提供了足够的精度。对于给定的突破标准(即c * / c(0)),对于列Peclet数较低或较高的场景,相对误差较低,其中分散或对流分别占污染物迁移的主要位置,而相对对于具有中间列Peclet数的方案,误差很高,在这种情况下,对流和分散迁移的耦合效应相对较高。 (C)2018美国土木工程师学会。

著录项

  • 来源
    《International journal of geomechanics》 |2018年第5期|06018007.1-06018007.4|共4页
  • 作者单位

    Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China;

    Cardiff Univ, Cardiff Sch Engn, Cardiff CF24 3AA, S Glam, Wales;

    Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China;

    Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China;

    Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China;

    Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Advection; Breakthrough time; Dispersion; Slurry wall; Wall thickness;

    机译:对流;突破时间;分散;浆壁;壁厚;

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