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Averaging of unsteady flows in heterogeneous media of stationary conductivity

Published online by Cambridge University Press:  26 April 2006

Peter Indelman
Affiliation:
Department of Fluid Mechanics and Heat Transfer, Faculty of Engineering, Tel Aviv University, Ramat-Aviv, 69978 Tel Aviv, Israel

Abstract

A procedure for deriving equations of average unsteady flows in random media of stationary conductivity is developed. The approach is based on applying perturbation methods in the Fourier-Laplace domain. The main result of the paper is the formulation of an effective Darcy's Law relating the mean velocity to the mean head gradient. In the Fourier-Laplace domain the averaged Darcy's Law is given by a linear local relation. The coefficient of proportionality depends only on the heterogeneity structure and is called the effective conductivity tensor. In the physical domain this relation has a non-local structure and it defines the effective conductivity as an integral operator of convolution type in time and space. The mean head satisfies an unsteady integral-differential equation. The kernel of the integral operator is the inverse Fourier-Laplace transform (FLT) of the effective conductivity tensor. The FLT of the mean head is obtained as a product of two functions: the first describes the FLT of the mean head distribution in a homogeneous medium; the second corrects the solution in a homogeneous medium for the given spatial distribution of heterogeneities. This function is simply related to the effective conductivity tensor and determines the fundamental solution of the governing equation for the mean head. These general results are applied to derive the effective conductivity tensor for small variances of the conductivity. The properties of unsteady average flows in isotropic media are studied by analysing a general structure of the effective Darcy's Law. It is shown that the transverse component of the effective conductivity tensor does not affect the mean flow characteristics. The effective Darcy's Law is obtained as a convolution integral operator whose kernel is the inverse FLT of the effective conductivity longitudinal component. The results of the analysis are illustrated by calculating the effective conductivity for one-, two- and three-dimensional flows. An asymptotic model of the effective Darcy's Law, applicable for distances from the sources of mean flow non-uniformity much larger than the characteristic scale of heterogeneity, is developed. New bounds for the effective conductivity tensor, namely the effective conductivity tensor for steady non-uniform average flow and the arithmetic mean, are proved for weakly heterogeneous media.

Type
Research Article
Copyright
© 1996 Cambridge University Press

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References

Ababou, R. & Wood, E. F. 1990 Comment on ‘Effective groundwater model parameter values: Influence of spatial variability of hydraulic conductivity, leakance, and recharge’ by J. J. Gomez-Hernandez and S. M. Gorelick. Water Resour. Res. 26, 16431846.Google Scholar
Abramovich, B. S. 1977 Feasibility of exact determining of the dielectric permittivity of a strongly nonhomogeneous medium. Sov. J. Radiophys. Quantum Electron. 20, 828.Google Scholar
Abramovich, B. & Indelman, P. 1995 Effective permittivity of log-normal isotropic media. J. Phys. A: Math. Gen. 28, 693700.Google Scholar
Batchelor, G. K. 1974 Transport properties of two-phase materials with random structure. Ann. Rev. Fluid Mech. 6, 227255.Google Scholar
Beran, M. J. 1968 Statistical Continuum Theories. Interscience.
Cvetkovic, V. & Dagan, G. 1994 Transport of kinetically sorbing solute by steady random velocity in heterogeneous porous formation. J. Fluid Mech. 265, 189215.Google Scholar
Dagan, G. 1982 Analysis of flow through heterogeneous random aquifers 2. unsteady flow in confined formations. Water resour. res. 18, 15711585.Google Scholar
Dagan, G. 1984 Solute transport in heterogeneous porous formations. J. Fluid Mech. 145, 151177.Google Scholar
Dagan, G. 1989 Flow and Transport in Porous Formations. Springer
Desbarats, A. J. 1992 Spatial averaging of hydraulic conductivity in three-dimensional heterogeneous porous media. Math. Geol. 24, 249267.Google Scholar
Dykhne, A. M. 1970 Conductivity of a two-dimensional two-phase system. J. Exp. Theor. Phys. 59, 111115.Google Scholar
Freeze, R. A. 1975 A stochastic-conceptual analysis of one-dimensional groundwater flow in nonuniform homogeneous media. Water Resour. Res. 11, 725741.Google Scholar
Indelman, P. & Abramovich, B. 1994 A higher order approximation to effective conductivity in media of anisotropic random structure. Water Resour. Res. 30, 18571864.Google Scholar
Indelman, P., & Abramovich, B. 1994b Nonlocal properties of nonuniform averaged flows in heterogeneous media. Water Resour. Res. 30, 33853393.Google Scholar
Matheron, G. 1967a Composition des permeabilites en milieu poreux heterogene: Methode de Schwydler et regles de ponderation. Rev. Inst. Fr. Petrol. 22, 443466.Google Scholar
Matheron, G. 1967b Elements pour une Theorie des Milieux Poreux. Paris: Masson et Cie.
Naff, R. L. 1991 Radial flow in heterogeneous porous media: An analysis of specific discharge. Water Resour. Res. 27, 307316.Google Scholar
Neuman, S. P. & Orr, S. 1993 Prediction of steady state flow in nonuniform geologic media by conditional moments: exact nonlocal formalism, effective conductivities, and weak approximation. Water Resour. Res. 29, 341364.Google Scholar
Rubin, Y. & Dagan, G. 1988 Stochastic analysis of boundaries effects on head spatial variability in heterogeneous aquifers, 1. Constant head boundaries. Water Resour. Res. 24, 16891697.Google Scholar
Rubin, Y. & Dagan, G. 1989 Stochastic analysis of boundaries effects on head spatial variability in heterogeneous aquifers, 2. Impervious boundary. Water Resour. Res. 25, 707712.Google Scholar
Saffman, P. G. 1971 On the boundary conditions at the surface of a porous medium. Stud. Appl. Maths 1, 93101.Google Scholar
Shvidler, M. I. 1966 The source-type solution in the problem of unsteady filtration in a medium with random nonuniformity (in Russian). Izv. Akad. Nauk SSSR, Mekh. Zhid. Gaza 4, 137141 (Engl. transl. Fluid Dyn., 95–98).Google Scholar
Shvidler, M. I. 1985 Stochastic Hydrodynamics of Porous Media (in Russian). Moscow: Nedra.