Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (2): 423-431.doi: 10.16285/j.rsm.2021.1270

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

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).

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

CLC Number: 

  • TU 43
[1] YANG Tao, JI Ying-zhu, . Analytical solution for consolidation of composite foundation with long vertical drains and short impervious columns under time-dependent loading [J]. Rock and Soil Mechanics, 2022, 43(5): 1187-1196.
[2] LI Jing-pei, LIU Geng-yun, ZHOU Pan, . A semi-analytical solution for cavity undrained expansion in over-consolidated soils based on similarity transform theory [J]. Rock and Soil Mechanics, 2022, 43(3): 582-590.
[3] ZHAO Shuang, YU Jun, LIU Xin-yuan, HU Zhong-wei. Analytical study on dynamic response of cantilever underground rigid wall [J]. Rock and Soil Mechanics, 2022, 43(1): 152-159.
[4] WANG Zu-xian, SHI Cheng-hua, LIU Jian-wen. Analytical solution of additional response of shield tunnel under asymmetric jack thrust [J]. Rock and Soil Mechanics, 2021, 42(9): 2449-2460.
[5] LU Yi-wei, DING Xuan-ming, LIU Han-long, ZHENG Chang-jie, . Simplified analytical solution for vertical vibration of X-section pile in homogeneous viscoelastic soil [J]. Rock and Soil Mechanics, 2021, 42(9): 2472-2479.
[6] QIU Chao, LI Chuan-xun, LI Hong-jun, . Analytical solutions for one-dimensional nonlinear large-strain consolidation of high compressible soil under a ramp loading [J]. Rock and Soil Mechanics, 2021, 42(8): 2195-2206.
[7] LIN Wei-an, JIANG Wen-hao, ZHAN Liang-tong. General analytical solution for consolidation of sand-drained foundation considering the vacuum loading process and the time-dependent surcharge loading [J]. Rock and Soil Mechanics, 2021, 42(7): 1828-1838.
[8] QIN Ai-fang, JIANG Liang-hua, XU Wei-fang, MEI Guo-xiong, . Analytical solution to consolidation of unsaturated soil by vertical drains with continuous permeable boundary [J]. Rock and Soil Mechanics, 2021, 42(5): 1345-1354.
[9] LING Dao-sheng, ZHAO Tian-hao, NIU Jia-jun, ZHU Song, SHAN Zhen-dong, . Analytical solutions for 1D consolidation of unsaturated soils with mixed nonhomogeneous boundary conditions [J]. Rock and Soil Mechanics, 2021, 42(4): 883-891.
[10] ZHOU Feng-xi, ZHOU Zhi-xiong, LIU Hong-bo, . Analogous relationship between the solutions of non-homogeneous foundation and homogeneous foundation: elastic wave velocity [J]. Rock and Soil Mechanics, 2021, 42(4): 892-898.
[11] LIU Jian, QIAO Lan, LI Qing-wen, LI Yuan, ZHAO Guo-yan, . Analytical study of fracture parameters for a centrally cracked Brazilian disc subjected to distributed diametral pressures [J]. Rock and Soil Mechanics, 2021, 42(11): 2987-2996.
[12] CHEN Yu, LI Chuan-xun, FENG Cui-xia, . Analytical solution for one-dimensional consolidation of soft soils under a partially permeable boundary condition and a time-dependent loading considering the threshold hydraulic gradient [J]. Rock and Soil Mechanics, 2021, 42(11): 3008-3016.
[13] LIU Chang, ZHANG Ding-li, ZHANG Su-lei, FANG Qian, FANG Huang-cheng, . Analytical solution of the long-term service performance of tunnel considering surrounding rock rheology and lining deterioration characteristics [J]. Rock and Soil Mechanics, 2021, 42(10): 2795-2807.
[14] ZHU Sai-nan, LI Wei-hua, LEE Vincent W, ZHAO Cheng-gang, . Analytical solution of seismic response of an undersea cavity under incident P1-wave [J]. Rock and Soil Mechanics, 2021, 42(1): 93-103.
[15] HUANG Chao-xuan, YUAN Wen-xi, HU Guo-jie, . An estimation method of horizontal bearing capacity of piles after pre-consolidation treatment for layered soft foundation [J]. Rock and Soil Mechanics, 2021, 42(1): 113-124.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .