Mathematical and numerical filtration-advection-dispersion model of miscible grout propagation in saturated porous media

被引:40
作者
Bouchelaghem, F [1 ]
Vulliet, L [1 ]
机构
[1] Swiss Fed Inst Technol, Soil & Rock Mech Lab, CH-1015 Lausanne, Switzerland
关键词
injection; macroscopic coupled model; filtration; one-dimensional validation;
D O I
10.1002/nag.173
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The development of a predictive model of behaviour of porous media during injection of miscible grout, taking into account convection, dilution and filtration of grout solution with interstitial water, as well as consolidation aspects, is presented. Model assumptions are reviewed and discussed first. During the establishment of the model, we insist on surface terms and their physical relevance in expressing adsorption effects. Constitutive laws such as Fick's law for diffusive mass transport, hydrodynamic dispersion tensor dealing with miscibility, are modified by taking into account filtration effects. A new surface term appears in mass balance equations as a consequence of filtration. According to the filtration laws used, an initial filtration rate is estimated on the basis of a one-dimensional experimental campaign. The field equations are discretized by using Galerkin finite element and theta -scheme standard method. For transport equation, Streamline Upwind Petrov Galerkin method is employed to prevent numerical oscillations. Lastly, confrontation of numerical results with laboratory experiments constitutes a first step to validate the model on a realistic basis. Copyright (C) 2001 John Wiley & Sons, Ltd.
引用
收藏
页码:1195 / 1227
页数:33
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