Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (9): 2717-2731.doi: 10.16285/j.rsm.2022.1471

• Numerical Analysis • Previous Articles     Next Articles

One-dimensional transient transport laws of organic contaminants in a triple-layer composite liner under a non-isothermal distribution condition

LI Jiang-shan1, 2, 3, JIANG Wen-hao1, 2, 3, FENG Chen1, 2, 3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Hubei Province Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2022-09-21 Accepted:2023-01-19 Online:2023-09-11 Published:2023-09-02
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51827814).

Abstract: In order to understand the one-dimensional transient transport process of organic contaminants in a triple-layer composite liner composed of geomembrane (GMB), geosynthetic clay liner (GCL) and compacted clay liner (CCL) under the non-isothermal distribution condition, the factors such as advection, diffusion, mechanical dispersion, adsorption, degradation and thermal diffusion are considered, and the corresponding mathematical model is established, in which the variations of parameters such as diffusion coefficient and permeability coefficient with temperature are incorporated. The numerical solution for the proposed model is obtained by using the finite difference method. The correctness of the established model is verified by comparing the calculation results of the model with the experimental data, the calculation results of the existing analytical model and the numerical results of COMSOL software. Based on the defined breakthrough time tb, toluene is adopted as a representative organic contaminant to analyze and discuss the influences of different factors on the transport behaviors. The results show that: (1) The non-isothermal distribution condition changes the parameters such as the permeability coefficient, the diffusion coefficient and the linear adsorption coefficient. The variations of the permeability coefficient and the diffusion coefficient accelerate the transport process, especially for the diffusion coefficient, while the variation of the linear adsorption coefficient slows down the transport rate. (2) The increase of the temperature difference ΔT between the upper and bottom of the composite liner reduces the breakthrough time tb and increases the bottom transport flux Jb. When ΔT values are 0, 10, 20, 30 and 40 K, the corresponding tb values are 65.7, 58.5, 54.3, 52.0 and 51.2 years, respectively. (3) When the diffusion coefficient Dm,R of GMB changes from 3.0×10−14 m2/s to 3.0×10−13 m2/s, the effect of Dm,R on tb is obvious. It is found that the existence of GCL has a little effect on the transport behaviors by comparing tb in the two cases.

Key words: non-isothermal distribution condition, triple-layer composite liner, organic contaminants, transient transport, breakthrough time

CLC Number: 

  • X53
[1] JIANG Wen-hao, FENG Chen, HUANG Xiao, LI Jiang-shan, . Two-dimensional transport mechanisms of organic contaminants in a buffer layer-composite cutoff wall-aquifer system [J]. Rock and Soil Mechanics, 2024, 45(S1): 731-741.
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