NUMERICAL MODELING OF TRANSIENT CONTAMINANT MIGRATION PROBLEMS IN INFINITE POROUS FRACTURED MEDIA USING FINITE INFINITE ELEMENT TECHNIQUE .2. PARAMETRIC STUDY
Cb. Zhao et S. Valliappan, NUMERICAL MODELING OF TRANSIENT CONTAMINANT MIGRATION PROBLEMS IN INFINITE POROUS FRACTURED MEDIA USING FINITE INFINITE ELEMENT TECHNIQUE .2. PARAMETRIC STUDY, International journal for numerical and analytical methods in geomechanics, 18(8), 1994, pp. 543-564
Using the numerical model presented in the first paper of this researc
h,1 a parametric study has been carried out in this paper to investiga
te the effect of several important parameters on the transient contami
nant transport in infinite porous fractured media. From the related nu
merical results, it has been demonstrated that: (1) transmissive coeff
icient between the porous block and the fissured network has a signifi
cant influence on the value of the concentration but has little effect
on the speed of contaminant transport; (2) porosities in the porous b
lock 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 af
fects not only the shape of the concentration versus time curve but al
so the peak value of the concentration.