Technical Notes
Aug 23, 2012

Integral and Closed-Form Analytical Solutions to the Transport Contaminant Equation Considering 3D Advection and Dispersion

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: International Journal of Geomechanics
Volume 13, Issue 5

Abstract

Even though numerical procedures have been tremendously enhanced over the last years, analytical closed-form solutions are of special interest to water resources scientists. In general, these solutions are used to check the consistency and validate numerical routines. Bibliographical research reveals that up-to-date analytical solutions only take into account one-dimensional (1D) advection, even when three-dimensional (3D) dispersion is considered. This assumption creates an axis dependency because the flux is assumed to be parallel to one of the three possible orthogonal directions, which does not apply to all practical situations in which diagonal advection is present. In this work an analytical solution is derived for the 3D advective-dispersive equation (ADE) by means of Fourier and Laplace integral transforms. The solution allows the contaminant plume to move angularly with respect to the coordinate axes.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the University of Brasilia and the Brazilian Research Council (CNPq) for funding this research.

References

Bear, J. (1972). Hydraulics of groundwater, McGraw Hill, New York.
Booker, J. R., and Rowe, R. K. (1987). “One-dimensional advective–dispersive transport into a deep layer having a variable surface concentration.” Int. J. Numer. Anal. Methods Geomech., 11(2), 131–141.
Chakraborty, R., and Ghosh, A. (2011). “Finite difference method for computation of 1D pollutant migration through saturated homogeneous soil media.” Int. J. Geomech., 11(1), 12–22.
Domenico, P. A., and Robbins, G. A. (1985). “A new method of contaminant plume analysis.” Ground Water, 23(4), 476–485.
El-Zein, A. (2003). “Contaminant transport in fissured soils by three-dimensional boundary elements.” Int. J. Geomech., 3(1), 75–83.
El-Zein, A. H., Carter, J. P., and Airey, D. W. (2005). “Multiple-porosity contaminant transport by finite-element method.” Int. J. Geomech., 5(1), 24–34.
Jaiswal, D. K., Kumar, A., Kumar, N., and Yadav, R. R. (2009). “Analytical solutions for temporally and spatially dependent solute dispersion of pulse type input concentration in one-dimensional semi-infinite media.” J. Hydro-Environ. Res., 2(4), 254–263.
Leij, F. J., and Dane, J. H. (1990). “Analytical solutions of the one-dimensional advection equation and two- or three-dimensional dispersion equation.” Water Resour. Res., 26(7), 1475–1482.
Leij, F. J., Skaggs, T. H., and Van Genuchten, M. Th. (1991). “Analytical solutions for solute transport in three-dimensional semi-infinite porous media.” Water Resour. Res., 27(10), 2719–2733.
Mathai, A. M., Saxena, R. K., and Haubold, H. J. (2010). The H-function: Theory and applications, Springer, New York.
Ogata, A. (1970). “Theory of dispersion in granular medium.” U.S. Geol. Survey Series 411-I, U.S. Govt. Printing Office, Washington, DC.
Ogata, A., and Banks, R. B. (1961). “A solution of the differential equation of longitudinal dispersion in porous media; fluid movement in earth materials.” U.S. Geol. Survey Series 411-A, U.S. Govt. Printing Office, Washington, DC.
Sheng, D., and Smith, D. W. (2002). “2D finite element analysis of multicomponent contaminant transport through soils.” Int. J. Geomech., 2(1), 113–134.
Van Genuchten, M. T., and Alves, W. J. (1982). “Analytical solutions of the one-dimensional convective-dispersive solute transport equation.” Rep. 1661, U.S. Dept. of Agriculture, Washington, DC.
Wexler, E. J. (1992). “Analytical solutions for one-, two-, and three-dimensional solute transport in ground-water systems with uniform flow.” Chapter 3, Applications of hydraulics, USGS Publishing Network, Washington, DC.
Winter, T. C., Harvey, J. W., Franke, O. L., and Alley, W. M. (1998). “Ground water and surface water a single resource.” U.S. Geol. Surv. Circular 1139, U.S. Dept. of the Interior, Denver.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 13Issue 5October 2013
Pages: 686 - 691

History

Received: Sep 23, 2011
Accepted: Aug 9, 2012
Published online: Aug 23, 2012
Published in print: Oct 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Luan Carlos de S. M. Ozelim [email protected]
Researcher, Dept. of Civil and Environmental Engineering, Univ. of Brasília, Distrito Federal, Brazil 70910-900. E-mail: [email protected]
André Luís Brasil Cavalcante [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Brasília, Distrito Federal, Brazil 70910-900 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share