Hostname: page-component-848d4c4894-pftt2 Total loading time: 0 Render date: 2024-05-07T10:13:59.550Z Has data issue: false hasContentIssue false

A boundary integral method for contaminant transport in two adjacent porous media

Published online by Cambridge University Press:  17 February 2009

K. A. Landman
Affiliation:
Department of Mathematics, University of Melbourne, Parkville, Victoria 3052, Australia.
Rights & Permissions [Opens in a new window]

Abstract

Core share and HTML view are not available for this content. However, as you have access to this content, a full PDF is available via the ‘Save PDF’ action button.

The problem of transient two-dimensional transport by diffusion and advection of a decaying contaminant in two adjacent porous media is solved using a boundary-integral method. The method requires the construction of appropriate Green's functions. Application of Green's theorem in the plane then yields representations for the contaminant concentration in both regions in terms of an integral of the initial concentration over the region's interior and integrals along the boundaries of known quantities and the unknown interfacial flux between the two adjacent media. This flux is given by a first-kind integral equation, which can be solved numerically by a discretisation technique. Examples of contaminant transport in fractured porous media systems are presented.

Type
Research Article
Copyright
Copyright © Australian Mathematical Society 1989

References

[1]Abramowitz, M. and Stegun, I. A., Handbook of mathematical funtions. (Dover, New York, 1972).Google Scholar
[2]Bear, J., Dynamics of fluids in porous media. (Elsevier, New York, 1972).Google Scholar
[3]Fogden, A., Landman, K. A. and White, L. R., “Contaminant transport in fractured porous media: steady state solutions by a boundary integral method”, to appear in Water Resour. Res. (1988).CrossRefGoogle Scholar
[4]Fogden, A., Landman, K. A. and White, L. R., “Contaminant transport in fractured porous media: steady state solutions by Fourier sine transform method”, submitted.Google Scholar
[5]Grisak, G. E. and Pickens, J. F., “Solute transport through fractured media. I: The effect of matrix diffusion”, Water Resour. Res. 16 (1980) 719730.CrossRefGoogle Scholar
[6]Grisak, G. E. and Pickens, J. F., “An analytical solution for solute transport through fractured media with matrix diffusion”, J. Hydrology 52 (1981) 4757.CrossRefGoogle Scholar
[7]Huyakorn, P. S., Lester, B. H. and Mercer, J. W., “An efficient finite element technique for modelling transport in fractured porous media. I: Single species transport”, Water Resour. Res. 19 (1983) 841854.CrossRefGoogle Scholar
[8]Neretnieks, I., “Diffusion in a rock matrix: an important factor in radionuclide retardation?J. Geophys. Res. 85 (1980) 43794397.CrossRefGoogle Scholar
[9]Noorishad, J. and Mehran, M., “An upstream finite element method for solution of transient transport equation in fractured porous media”, Water Resour. Res. 18 (1982) 588596.CrossRefGoogle Scholar
[10]Sudicky, E. A. and Frind, E. O., “Contaminant transport in a fractured porous media; analytical solutions for a system of parallel fractures”, Water Resour. Res. 18 (1982) 16341642.CrossRefGoogle Scholar
[11]Taigbenu, A. and Liggett, J. A., “An integral solution for the diffusion-advection equation”, Water Resour. Res. 22 (1986) 12371246.CrossRefGoogle Scholar
[12]Tang, D. H., Frind, E. O. and Sudicky, E. A., “Contaminant transport in fractured porous media: analytical solution for a single fracture”, Water Resour. Res. 17 (1981) 555564.CrossRefGoogle Scholar