Impact of stress on solute transport in a fracture network: A comparison study

被引:34
作者
Zhao, Zhihong [1 ]
Rutqvist, Jonny [2 ]
Leung, Colin [3 ]
Hokr, Milan [4 ]
Liue, Quansheng [5 ,6 ]
Neretnieks, Ivars [1 ]
Hoch, Andrew [7 ]
Havlicek, Jiri [4 ]
Wang, Yuan [2 ,8 ]
Wang, Zhen [2 ,9 ]
Wu, Yuexiu [6 ]
Zimmerman, Robert [3 ]
机构
[1] Royal Inst Technol, Stockholm, Sweden
[2] Lawrence Berkeley Natl Lab, Berkeley, CA 94720 USA
[3] Imperial Coll, London, England
[4] Tech Univ Liberec, Liberec, Czech Republic
[5] Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan, Hubei, Peoples R China
[6] Wuhan Univ, Wuhan, Hubei, Peoples R China
[7] Serco TAS, Didcot, Oxon, England
[8] Hohai Univ, Nanjing, Jiangsu, Peoples R China
[9] Tongji Univ, Shanghai, Peoples R China
关键词
Fractured rocks; Solute transport; Discrete element method; Equivalent continuum; Dual-porosity model; Particle tracking method;
D O I
10.1016/j.jrmge.2013.01.002
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper compares numerical modeling of the effect of stress on solute transport (advection and matrix diffusion) in fractured rocks in which fracture apertures are correlated with fracture lengths. It is mainly motivated by the performance and safety assessments of underground radioactive waste repositories. Five research teams used different approaches to model stress/deformation, flow and transport processes, based on either discrete fracture network or equivalent continuum models. The simulation results derived by various teams generally demonstrated that rock stresses could significantly influence solute transport processes through stress-induced changes in fracture apertures and associated changes in permeability. Reasonably good agreement was achieved regarding advection and matrix diffusion given the same fracture network, while some observed discrepancies could be explained by different mechanical or transport modeling approaches. (C) 2013 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. All rights reserved.
引用
收藏
页码:110 / 123
页数:14
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