A numerical study on flow and transport in a rough fracture with self-affine fractal variable apertures

被引:10
|
作者
Jeong, W. [1 ]
Song, J. [2 ]
机构
[1] Korea Water Resources Corp, Hydrosyst Engn Ctr, Korea Inst Water & Environm, Taejon 305730, South Korea
[2] Hongik Univ, Dept Civil Engn, Seoul, South Korea
关键词
fractal dimension; fracture network; nonlinear hydromechanical effect; self-affine fractal model; single fracture;
D O I
10.1080/15567030600817290
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
This paper presents the numerical study to examine the characteristics of fluid flow and solute transport in a rough fracture subject to effective normal stresses. The aperture distribution is generated by using the self-affine fractal model. In order to represent a nonlinear relationship between the supported normal stress and the fracture aperture, we combine a simple mechanical model with the local flow model. The solute transport is simulated using the random walk particle following algorithm. Results of numerical simulations show that the flow is significantly affected by the geometry of aperture distribution varying with the effective normal stress level, while it is slightly affected by the fractal dimension that determines the degree of the fracture surface roughness. However, solute transport is influenced by the effective normal stress as well as the fracture surface roughness.
引用
收藏
页码:606 / 619
页数:14
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