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防渗帷幕对污染物阻滞的数值模拟
引用本文:邓红卫, 贺威. 防渗帷幕对污染物阻滞的数值模拟[J]. 环境工程学报, 2015, 9(7): 3235-3239. doi: 10.12030/j.cjee.20150726
作者姓名:邓红卫  贺威
作者单位:1.中南大学 资源与安全工程学院, 长沙 410083
基金项目:国家自然科学基金资助项目(51074178) "十二五"国家科技支撑计划项目(2012BAC09B00)
摘    要:基于地下水的渗透、弥散及源汇作用,不考虑污染物的生物降解及化学反应作用,分析研究了防渗帷幕对污染物的阻滞作用。用GMS建立了地下水渗流和污染物迁移三维耦合模型,采用数值分析方法,分析污染物在地下水中的迁移特征,研究防渗帷幕对污染物迁移的阻滞效应,比较研究了防渗帷幕渗透系数对污染物阻滞作用的影响。结果表明,在防渗帷幕厚度为0.5 m,渗透系数为0.01 m/d的情况下,污染物的衰减率为88.75%,渗透系数为0.001 m/d时,衰减率为94%。

关 键 词:防渗帷幕   阻滞作用   污染物   数值模拟
收稿时间:2015-02-06

Numerical simulation of retention of contaminant on curtain grouting
Deng Hongwei, He Wei. Numerical simulation of retention of contaminant on curtain grouting[J]. Chinese Journal of Environmental Engineering, 2015, 9(7): 3235-3239. doi: 10.12030/j.cjee.20150726
Authors:Deng Hongwei  He Wei
Affiliation:1.School of Resources and Safety Engineering, Central South University, Changsha 410083, China
Abstract:The retention mechanism of curtain grouting was analyzed based on permeability,diffusion and source/sink,without considering effects of biological degradation and chemical reactions.The coupled model of groundwater seepage and contaminant transport was established with GMS software,which takes convection and dispersion of contaminant into consideration.The transport characteristics of contaminant in groundwater environment were numerically analyzed,the retention effects of curtain grouting were researched,and the retention effects of different permeability coefficients of curtain grouting were also compared and researched.The results showed that the retention efficiency of the curtain grouting to contaminant migration was 88.75% after curtain grouting with thickness of 0.5 m and permeability coefficient of 0.01 m/d worked 360 d,while the contaminant retention efficiency was 94% after curtain grouting with thickness of 0.5 m and permeability coefficient of 0.001 m/d worked 360 d.
Keywords:curtain grouting  retention efficiency  contaminant  numerical simulation
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