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

被引:24
作者
Chen, Guan-Nian [1 ]
Cleall, Peter John [2 ]
Li, Yu-Chao [1 ]
Yu, Ze-Xi [1 ]
Ke, Han [1 ]
Chen, Yun-Min [1 ]
机构
[1] Zhejiang Univ, Dept Civil Engn, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Cardiff Univ, Cardiff Sch Engn, Cardiff CF24 3AA, S Glam, Wales
基金
中国国家自然科学基金; 英国自然环境研究理事会;
关键词
Advection; Breakthrough time; Dispersion; Slurry wall; Wall thickness; BOUNDARY-CONDITIONS; VERTICAL BARRIERS; TRANSPORT;
D O I
10.1061/(ASCE)GM.1943-5622.0001130
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
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.
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页数:4
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