Upscaling of solute transport in heterogeneous media with non-uniform flow and dispersion fields

被引:9
作者
Xu, Zhijie [1 ]
Meakin, Paul [2 ,3 ,4 ]
机构
[1] Idaho Natl Lab, Idaho Falls, ID 83415 USA
[2] Idaho Natl Lab, Carbon Resource Management Dept, Idaho Falls, ID 83415 USA
[3] Univ Oslo, Ctr Phys Geol Proc, N-0316 Oslo, Norway
[4] Inst Energy Technol, N-2007 Kjeller, Norway
关键词
Solute transport; Multi-scale; Dispersion; Upscaling; Heterogeneous; Homogenization; ONE-DIMENSIONAL TRANSPORT; HOMOGENIZATION; DIFFUSION; ADVECTION;
D O I
10.1016/j.apm.2013.03.070
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An analytical and computational model for non-reactive solute transport in periodic heterogeneous media with arbitrary non-uniform flow and dispersion fields within the unit cell of length epsilon is described. The model lumps the effect of non-uniform flow and dispersion into an effective advection velocity V-e and an effective dispersion coefficient D-e. It is shown that both V-e and D-e are scale-dependent (dependent on the length scale of the microscopic heterogeneity, epsilon), dependent on the Peclet number P-e, and on a dimensionless parameter alpha that represents the effects of microscopic heterogeneity. The parameter alpha, confined to the range of [-0.5, 0.5] for the numerical example presented, depends on the flow direction and non-uniform flow and dispersion fields. Effective advection velocity V-e and dispersion coefficient D-e can be derived for any given flow and dispersion fields, and epsilon. Homogenized solutions describing the macroscopic variations can be obtained from the effective model. Solutions with sub-unit-cell accuracy can be constructed by homogenized solutions and its spatial derivatives. A numerical implementation of the model compared with direct numerical solutions using a fine grid, demonstrated that the new method was in good agreement with direct solutions, but with significant computational savings. (C) 2013 Elsevier Inc. All rights reserved.
引用
收藏
页码:8533 / 8542
页数:10
相关论文
共 22 条
[1]   Reactive contaminant transport with space-dependent dispersion and time-dependent concentration source [J].
Al-Humoud, Jasem ;
Chamkha, Ali J. .
JOURNAL OF POROUS MEDIA, 2007, 10 (04) :377-390
[2]  
[Anonymous], 0868 NUREG US NUCL R
[3]   ANALYTICAL SOLUTION OF A CONVECTION-DISPERSION MODEL WITH TIME-DEPENDENT TRANSPORT-COEFFICIENTS [J].
BARRY, DA ;
SPOSITO, G .
WATER RESOURCES RESEARCH, 1989, 25 (12) :2407-2416
[4]   ANALYTICAL SOLUTION OF THE ONE-DIMENSIONAL TIME-DEPENDENT TRANSPORT-EQUATION [J].
BASHA, HA ;
ELHABEL, FS .
WATER RESOURCES RESEARCH, 1993, 29 (09) :3209-3214
[6]  
Bloch F., 1929, Z PHYS, V52, P555, DOI DOI 10.1007/BF01339455
[7]  
Floquet G., 1883, Ann. Sci. Ecole Norm. Sup., V12, P47, DOI [DOI 10.24033/ASENS.220, 10.24033/asens.220]
[8]   Evidence of one-dimensional scale-dependent fractional advection-dispersion [J].
Huang, GH ;
Huang, QZ ;
Zhan, HB .
JOURNAL OF CONTAMINANT HYDROLOGY, 2006, 85 (1-2) :53-71
[9]  
Huang KL, 1996, APPL MATH MODEL, V20, P298
[10]  
Javandel I., 1984, GROUNDWATER TRANSPOR