Modelling of block-scale macrodispersion as a random function

被引:31
作者
De Barros, Felipe P. J. [1 ]
Rubin, Yoram [2 ]
机构
[1] Univ Stuttgart, Inst Appl Anal & Numer Simulat SimTech, D-705969 Stuttgart, Germany
[2] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
关键词
geophysical and geological flows; mixing and dispersion; porous media; HETEROGENEOUS POROUS FORMATIONS; SOLUTE TRANSPORT; PASSIVE SCALAR; NUMERICAL SIMULATIONS; TEMPORAL BEHAVIOR; DEPENDENT DISPERSION; NONERGODIC TRANSPORT; RELATIVE DISPERSION; RANDOM VELOCITY; SORBING SOLUTE;
D O I
10.1017/jfm.2011.65
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Numerical modelling of solute dispersion in natural heterogeneous porous media is facing several challenges. Amongst these we highlight the challenge of accounting for high-frequency variability that is filtered out by homogenization at the subgrid scale and the uncertainty in the dispersive flux for transport under non-ergodic conditions. These two effects when combined lead to inaccurate representation of the dispersive fluxes. We propose to compensate for this deficiency by defining a block-scale dispersion tensor and modelling it as a random space function M-ij. The derived dispersion tensor is a function of several length scales and time. Grid blocks will be assigned dispersion coefficients generated from the M-ij distribution. We will show the dependence of M-ij on the spatial variability of the conductivity field, on the contaminant source size, on the travel time and on the grid-block scale. For an ergodic source, a statistically uniform conductivity field and very large grid blocks, M-ij is equal to the macrodispersion coefficients proposed by Dagan (J. Fluid Mech., vol. 145, 1984, p. 151) with zero variance. For an ergodic source and non-uniform conductivity field with a finite-size grid block, M-ij approaches the model proposed by Rubin et al. (J. Fluid Mech., vol. 395, 1999, p. 161). In both cases, M-ij is defined by its mean value with zero variance. M-ij is subject to uncertainty when the source is non-ergodic and when the grid block is defined by a finite scale. When the grid-block scale approaches zero, which means that the spatial variability is captured completely on the numerical grid, M-ij approaches zero with zero variance. In addition, we provide a complete statistical characterization of M-ij by invoking the concept of minimum relative entropy, thus providing upper bounds on the uncertainty associated with M-ij.
引用
收藏
页码:514 / 545
页数:32
相关论文
共 85 条
[21]   Statistical mechanics with three-dimensional particle tracking velocimetry experiments in the study of anomalous dispersion. I. Theory [J].
Cushman, JH ;
Moroni, M .
PHYSICS OF FLUIDS, 2001, 13 (01) :75-80
[22]   Contaminant transport in aquifers with spatially variable hydraulic and sorption properties [J].
Cvetkovic, V ;
Dagan, G ;
Cheng, H .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1998, 454 (1976) :2173-2207
[23]   TRANSPORT OF KINETICALLY SORBING SOLUTE BY STEADY RANDOM VELOCITY IN HETEROGENEOUS POROUS FORMATIONS [J].
CVETKOVIC, V ;
DAGAN, G .
JOURNAL OF FLUID MECHANICS, 1994, 265 :189-215
[24]   SOLUTE ADVECTION IN STRATIFIED FORMATIONS [J].
CVETKOVIC, VD ;
SHAPIRO, AM .
WATER RESOURCES RESEARCH, 1989, 25 (06) :1283-1289
[25]   Flow and transport in highly heterogeneous formations: 1. Conceptual framework and validity of first-order approximations [J].
Dagan, G ;
Fiori, A ;
Jankovic, I .
WATER RESOURCES RESEARCH, 2003, 39 (09) :SBH141-SBH1412
[27]   DISPERSION OF A PASSIVE SOLUTE IN NONERGODIC TRANSPORT BY STEADY VELOCITY-FIELDS IN HETEROGENEOUS FORMATIONS [J].
DAGAN, G .
JOURNAL OF FLUID MECHANICS, 1991, 233 :197-210
[28]   THEORY OF SOLUTE TRANSPORT BY GROUNDWATER [J].
DAGAN, G .
ANNUAL REVIEW OF FLUID MECHANICS, 1987, 19 :183-215
[29]   The influence of pore-scale dispersion on concentration statistical moments in transport through heterogeneous aquifers [J].
Dagan, G ;
Fiori, A .
WATER RESOURCES RESEARCH, 1997, 33 (07) :1595-1605
[30]   SOLUTE TRANSPORT IN HETEROGENEOUS POROUS FORMATIONS [J].
DAGAN, G .
JOURNAL OF FLUID MECHANICS, 1984, 145 (AUG) :151-177