NUMERICAL MODELING OF TRANSIENT CONTAMINANT MIGRATION PROBLEMS IN INFINITE POROUS FRACTURED MEDIA USING FINITE INFINITE ELEMENT TECHNIQUE .2. PARAMETRIC STUDY

被引:17
作者
ZHAO, CB
VALLIAPPAN, S
机构
[1] School of Civil Engineering, University of New South Wales, Kensington, New South Wales, 2033
关键词
D O I
10.1002/nag.1610180803
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Using the numerical model presented in the first paper of this research,1 a parametric study has been carried out in this paper to investigate the effect of several important parameters on the transient contaminant transport in infinite porous fractured media. From the related numerical results, it has been demonstrated that: (1) transmissive coefficient between the porous block and the fissured network has a significant influence on the value of the concentration but has little effect on the speed of contaminant transport; (2) porosities in the porous block and fissured network have a significant influence on the maximum value of the concentration; (3) average linear velocity of flow has a significant influence on both the concentration distribution and speed of contaminant transport; (4) dispersion coefficient of the medium affects not only the shape of the concentration versus time curve but also the peak value of the concentration.
引用
收藏
页码:543 / 564
页数:22
相关论文
共 6 条