岩土力学 ›› 2022, Vol. 43 ›› Issue (2): 423-431.doi: 10.16285/j.rsm.2021.1270

• 基础理论与实验研究 • 上一篇    下一篇

考虑非等温环境下污染物在黏土中的运移解析模型

邱金伟1,权全2,刘军1,童军1,胡波1   

  1. 1. 长江科学院 水利部岩土力学与工程重点实验室,湖北 武汉 430010;2. 安徽省引江济淮集团有限公司,安徽 合肥 230000
  • 收稿日期:2021-08-09 修回日期:2021-12-15 出版日期:2022-02-11 发布日期:2022-02-22
  • 作者简介:邱金伟,男,1991年生,博士,助理研究员,主要从事环境岩土工程方面的研究。
  • 基金资助:
    安徽省引江济淮集团有限公司科技项目(No. YJJH-ZT-ZX-20191031216);国家自然科学基金面上项目(No. 51709017)

Analytical solutions of contaminant transport in clay liner system under non-isothermal condition

QIU Jin-wei1, QUAN Quan2, LIU Jun1, TONG Jun1, HU Bo1   

  1. 1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan, Hubei 430010, China; 2. Anhui Provincial Group Limited for Yangtze-to-Huaihe Water Diversion, Hefei, Anhui 230000, China
  • Received:2021-08-09 Revised:2021-12-15 Online:2022-02-11 Published:2022-02-22
  • Supported by:
    This work was supported by the Technology Project of Anhui Provincial Group Limited for Yangtze-to-Huaihe Water Diversion (YJJH-ZT-ZX-20191031216) and the General Program of National Natural Science Foundation of China (51709017).

摘要: 利用广义积分变换法推导了非等温条件下污染物在压实黏土衬垫中的运移解析解。所提出的解析解考虑了分子扩散、对流、吸附和热扩散的耦合效应,并考虑了压实黏土的渗透系数、分布系数和有效扩散系数3个参数随温度的变化。通过与热扩散试验结果、已有的解析解和基于COMSOL软件的数值模型的对比,验证了所提出的解析解。利用经过验证的解析解,研究了非等温环境以及压实黏土的渗透系数、有效扩散系数和分布系数3个参数随温度的变化对甲苯在压实黏土衬垫系统中迁移的影响。结果表明,非等温环境以及压实黏土的渗透系数、有效扩散系数和分布系数随温度的变化均对甲苯在压实黏土衬垫中迁移有着显著的影响。不考虑非等温环境的影响将极大低估污染物的溢出量和污染物的击穿时间。既有解析解忽略压实黏土的渗透系数和有效扩散系数随温度的变化会极大低估甲苯的流出速率,而忽略压实黏土分布系数随温度的变化会极大高估甲苯击穿衬垫系统的时间和达到稳态的时间。所提出的解析解能够考虑热扩散作用,同时考虑了压实黏土的渗透系数、分布系数和有效扩散系数3个参数随温度的变化,较既有解析解更贴近工程实际,能够为压实黏土衬垫系统的设计和服役性能评价提供指导和借鉴。

关键词: 解析解, 非等温条件, 压实黏土衬垫, 污染物运移

Abstract: Analytical solutions of contaminant transport in a compacted clay liner (CCL) under non-isothermal condition are derived through the generalized integral transform technique. The proposed analytical solutions account for the coupling effects of molecular diffusion, advection, sorption and thermal diffusion. In addition, the variations of CCL permeability coefficient, CCL distribution coefficient and CCL effective diffusion coefficient with temperature are also considered in the analytical solutions. The proposed analytical solutions are successfully validated against the experimental results of thermal diffusion tests, the analytical solutions available in previous studies and COMSOL numerical results, respectively. Then the effects of non-isothermal condition, permeability coefficient, effective diffusion coefficient and distribution coefficient of CCL on the transport of benzene in CCL system were studied through the verified analytical solutions. The results indicate that the non-isothermal condition and the variations of permeability coefficient, effective diffusion coefficient and distribution coefficient of CCL with temperature all have significant effects on benzene transport in the CCL system. The mass flux and breakthrough time of contaminant can be substantially underestimated without considering the effect of non-isothermal condition. The previous analytical solutions that neglect the variations of CCL permeability coefficient and CCL effective diffusion coefficient with temperature can substantially underestimate the benzene outflow rate, whereas neglecting the variation of CCL distribution coefficient with temperature can substantially overestimate the cost time of benzene to penetrate the liner system and reach steady-state. The proposed analytical solutions that consider the effects of thermal diffusion as well as the variations of CCL permeability coefficient, CCL distribution coefficient and CCL effective diffusion coefficient with temperature are more suitable for the engineering practice. It can be adopted to improve the design scheme and the service performance evaluation of CCL system.

Key words: analytical solution, non-isothermal condition, compacted clay liner, contaminant transport

中图分类号: TU 43
[1] 江文豪, 王浩, 廖光志, 陈滨华, . 时变降雨场景下双层非饱和土中水分一维瞬态渗流解析解[J]. 岩土力学, 2025, 46(9): 2721-2737.
[2] 周航, 汪义圣, 亓戈平, . 黏弹性土中异形桩横向动力响应半解析解[J]. 岩土力学, 2025, 46(3): 761-774.
[3] 王浩, 侯泓冰, 江文豪, . 考虑根系对水文特性影响下非饱和植被土中水分一维瞬态渗流解析解[J]. 岩土力学, 2025, 46(11): 3329-3345.
[4] 张智卿, 刘鑫, 刘开富, 吴君涛, 吴文兵, . 横观各向同性土体中端承桩水平振动特性分析[J]. 岩土力学, 2025, 46(11): 3371-3382.
[5] 江学辉, 颜建伟, 罗文俊, 李佳宝, 徐长节. 纵向压力和加固钢板对隧道力学性能影响的解析解[J]. 岩土力学, 2024, 45(6): 1623-1632.
[6] 王亦炀, 李传勋, 李阔, 陆向综. 竖井地基大应变非线性固结解析解[J]. 岩土力学, 2024, 45(5): 1446-1456.
[7] 刘景锦, 罗学思, 雷华阳, 郑刚, 罗昊鹏, . 等应变条件下增压式真空预压固结解析解[J]. 岩土力学, 2024, 45(3): 809-821.
[8] 江文豪, 冯晨, 李江山, . 考虑温度变化下三层复合衬垫中重金属污染物一维运移理论模型[J]. 岩土力学, 2024, 45(2): 417-432.
[9] 高柳, 吕述晖, 王奎华, . 缺陷桩-梁系统的动力特性应用研究[J]. 岩土力学, 2024, 45(10): 3095-3104.
[10] 张玉国, 杨文兵, 赵雅纯, 王闯, 赵亚敏. 双向渗流下考虑应力时空效应的组合桩复合地基固结理论研究[J]. 岩土力学, 2024, 45(1): 184-196.
[11] 余俊, 李东凯, 和振, 张志中. 带有两端防渗墙坝基的各向异性渗流解析解[J]. 岩土力学, 2023, 44(8): 2381-2388.
[12] 黄娟, 和振, 余俊, 杨鑫歆. 渗透各向异性圆形围堰稳态渗流场解析解[J]. 岩土力学, 2023, 44(4): 1035-1043.
[13] 郑长杰, 崔亦秦, 吴琛, 罗通, 栾鲁宝, . 竖向入射S波作用下单桩水平地震响应简化解析方法[J]. 岩土力学, 2023, 44(2): 327-336.
[14] 余俊, 张志中, 郑靖凡, 和振. 水位波动条件下有封底基坑渗流场孔压解析解[J]. 岩土力学, 2023, 44(12): 3415-3423.
[15] 余俊, 张扬, 郑靖凡, 张志中. 考虑潜水面的基坑二维稳态渗流场解析解[J]. 岩土力学, 2023, 44(11): 3109-3116.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!