TECHNICAL NOTES
Dec 1, 2008

Analytical Solution to the Advective-Dispersive Equation with a Decaying Source and Contaminant

Publication: Journal of Hydrologic Engineering
Volume 13, Issue 12

Abstract

We present an analytical solution of the one-dimensional contaminant transport undergoing advection, dispersion, sorption, and first-order decay, subject to a first-order decaying contaminant concentration at the source and a Type I, Dirichlet, boundary at infinity. This solution is unique because of the boundary conditions imposed, but similar to other published solutions. We briefly describe the governing equations, boundary and initial conditions, and the solution techniques used to develop the analytical solution. We provide and discuss the analytic solution using examples with source decay less than, equal to, and greater than contaminant decay during transport. Then we compare the results to several published solutions in the fields of radioactive waste disposal and recalcitrant nonaqueous phase liquid modeling. The other analytical solution results are similar to ours, but the RT3D solution shows more numerical dispersion than our solution.

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References

American Petroleum Institute (API). (2003). “Groundwater remediation strategies tool.” Publication No. 4730, Regulatory Analysis, & Scientific Affairs Department, Washington, D.C., December.
Aziz, C. E., Newell, C. J., and Gonzales, J. R. (2002). BIOCHLOR Version 2.2 user’s manual addendum, Prepared for the U.S. Air Force Center for Environmental Excellence by the U.S. Environmental Protection Agency, Ada, Okla.
Aziz, C. E., Newell, C. J., Gonzales, J. R., Haas, P., Clement, T. P., and Sun, Y.-W. (2000). BIOCHLOR Version 1.0 User’s Manual, EPA/600/R-00/008, EPA, Washington, D.C.
Bear, J. (1960). “The transition zone between fresh and salt waters in coastal aquifers.” Ph.D. thesis, Univ. of California-Berkeley, Berkeley, Calif.
Cember, H. (1988). Introduction to health physics, 2nd Ed., Pergamon, New York.
Clement, T. P. (2003). RT3D—Version 2.5 update document, Pacific Northwest National Laboratory, Richland, Wash.
Ditkin, V. A., and Prudnikov, A. P. (1967). Formulaire pour le calcul operationnel, Masson et Cie, Paris.
Domenico, P. A. (1987). “An analytical model for multidimensional transport of a decaying contaminant species.” J. Hydrol., 91, 49–58.
Domenico, P. A., and Schwartz, F. W. (1998). Physical and chemical hydrogeology, 2nd Ed., Wiley, New York.
Freeze, R. A., and Cherry, J. A. (1979). Groundwater, Prentice-Hall, Englewood Cliffs, N.J.
Hildebrand, F. B. (1976). Advanced calculus for applications, Prentice-Hall, Englewood Cliffs, N.J.
Huyakorn, P. S., Andersen, P. F., Mercer, J. W., and White, H. O., Jr. (1987). “Saltwater intrusion in aquifers: Development and testing of a three-dimensional, finite-element model.” Water Resour. Res., 23(2), 293–312.
Javandel, I., Doughty, C., and Tsang, C. F. (1984). Groundwater transport: Handbook of mathematical models, American Geophysical Union Water Resources Monograph Series, Vol. 10, American Geophysical Union, Washington, D.C.
Ogata, A. (1958). “Dispersion in porous media.” Ph.D. thesis, Northwestern Univ., Evanston, Ill.
Ogata, A., and Banks, R. B. (1961). “A solution of the differential equation of longitudinal dispersion in porous media.” US Geological Survey Professional Paper No. 411-A, USGS, Washington D.C.
Toupiol, C., Willingham, T. W., Valocchi, A. J., Werth, C. J., Krapac, I. G., Stark, T. D., and Daniel, D. F., (2002). “Long-term tritium transport through field-scale compacted soil liner.” J. Geotech. Geoenviron. Eng., 128(8), 640–650.
van Genuchten, M. Th., and Alves, W. J. (1982) “Analytical solutions to the one-dimensional convective-dispersive solute transport equation.” U.S. Department of Agriculture Technical Bulletin No. 1661, USDA, Riverside, Calif.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 13Issue 12December 2008
Pages: 1193 - 1196

History

Received: Dec 18, 2007
Accepted: Feb 27, 2008
Published online: Dec 1, 2008
Published in print: Dec 2008

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Authors

Affiliations

Gustavious Paul Williams, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., 368 Clyde Building, Provo, UT 84602 (corresponding author). E-mail: [email protected]
David Tomasko [email protected]
Senior Scientist, Environmental Assessment Division, Argonne National Laboratory, 9600 South Cass Ave., Argonne, IL 60439. E-mail: [email protected]

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