Technical Papers
Feb 10, 2018

Solute Transport due to Spatio-Temporally Dependent Dispersion Coefficient and Velocity: Analytical Solutions

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 4

Abstract

This paper presents an analytical solution of the advection-dispersion equation (ADE) with the dispersion coefficient and velocity being directly proportional to the spatial linear nonhomogeneous function. It is one of the solutions obtained in two particular cases in which the dispersion coefficient and velocity are (1) spatially dependent and (2) temporally dependent. These analytical solutions, particularly the one addressed here, which are of great importance in the existing hydrological theories, had been elusive. These theories assert the spatio-temporal dependence of the transport coefficients of the ADE to frame pollutant transport in aquifers in real situations. This study is carried out in an infinite medium for instantaneous and continuous point sources. The source of the pollutant’s solute mass is defined through a nonhomogeneous production term in the ADE. Darcy velocity is considered to be spatio-temporally dependent in nondegenerate form. According to hydrodynamic dispersion theory, the dispersion coefficient is proportional to the nth power of the velocity, where n varies from 1 to 2. This paper compares solute transport problems for n=1 and n=2 and obtains expected results. Green’s function method (GFM) is used to obtain an analytical solution in general form, from which those for instantaneous and continuous sources in different combinations of spatial and temporal dependence are derived. The spatial dependence is considered linear, whereas temporal dependence is considered asymptotic, exponential, and sinusoidal. To use GFM, a moving coordinate transformation equation is developed which reduces the ADE into a solvable form. The analytical solutions of known dispersion problems are derived as particular cases. The effect of spatial and temporal dependence of the transport parameters on the solute transport is shown through illustrations.

Get full access to this article

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

Acknowledgments

The first two authors acknowledge their gratitude to the University Grants Commission, Government of India for financial and academic assistance in the form of Senior Research Fellowships, and to the authors of the existing research papers consulted in preparing this paper. The authors are very thankful to the reviewers for their crisp and fruitful comments.

References

Aral, M. M., and Liao, B. (1996). “Analytical solutions for two-dimensional transport equations with time- dependent dispersion coefficients.” J. Hydrol. Eng., 20–32.
Basha, H. A., and El-Habel, F. S. (1993). “Analytical solution of the one-dimensional time dependent transport equation.” Water Resour. Res., 29(9), 3209–3214.
Bear, J. (1979). Hydraulics of groundwater, McGraw-Hill, New York.
Beck, J. V., Cole, K. D., and Litkouhi, B. (1992). Heat conduction using Green’s function, Hemisphere Publishing, Washington, DC.
Chen, J. S., Liu, C. W., Hsu, H. T., and Liao, C. M. (2003). “A Laplace transformed power series solution for solute transport in convergent flow field with scale-dependent dispersion.” Water Resour. Res., 39(8), 14-1–14-10.
Chen, J. S., Ni, C. F., and Liang, C. P. (2008). “Analytical power series solution to the two-dimensional advection-dispersion equation with distance-dependent dispersivity.” Hydrol. Process., 22(24), 4670–4678.
Crank, J. (1975). Mathematics of diffusion, Oxford University Press, Oxford, U.K.
De Josselin de Jong, G. (1958). “Longitudinal and transverse diffusion in granular deposits.” Trans. Am. Geophys. Union, 39(1), 67–74.
Dentz, M., Kinzelbach, H., Attinger, S., and Kinzelbach, W. (2000). “Temporal behaviour of a solute cloud in a heterogeneous porous medium point-like injection.” Water Resour. Res., 36(12), 3591–3604.
Di Federico, V., and Neuman, S. P. (1998). “Transport in multiscale log conductivity fields with truncated power variograms.” Water Resour. Res., 34(5), 963–973.
Freeze, R. A., and Cherry, J. A. (1979). Groundwater, Prentice-Hall, Englewood Cliffs, NJ.
Garabedian, S. P., LeBlanch, D. R., Gelhar, L. W., and Celia, M. A. (1991). “Large-scale natural-gradient tracer test in sand and gravel, Cape Cod, Massachusetts: 2. Analysis of spatial moments for a non-reactive tracer.” Water Resour. Res., 27(5), 911–924.
Gelhar, L. W., Welty, C., and Rehfeldt, K. R. (1992). “A critical review of data on field-scale dispersion in aquifers.” Water Resour. Res., 28(7), 1955–1974.
Güven, O., Molz, F. J., and Melville, J. G. (1984). “An analysis of dispersion in a stratified aquifer.” Water Resour. Res., 20(10), 1337–1354.
Haberman, R. (1987). Elementary applied partial differential equations, Prentice-Hall, Englewood Cliffs, NJ.
Huang, K., Van Genuchten, M. T., and Zhang, R. (1996). “Exact solutions for one-dimensional transport with asymptotic scale-dependent dispersion.” Appl. Math. Modell., 20(4), 298–308.
Hunt, B. (1998). “Contaminant source solutions with scale-dependent dispersivities.” J. Hydrol. Eng., 268–275.
Hunt, B. (2002). “Scale-dependent dispersion from a pit.” J. Hydrol. Eng., 168–174.
Jaiswal, D. K., Kumar, A., Kumar, N., and Singh, M. K. (2011). “Solute transport along temporally and spatially dependent flows through horizontal semi-infinite media: Dispersion proportional to square of velocity.” J. Hydrol. Eng., 228–238.
Javandel, I., Doughty, C., and Tsang, C. F. (1984). Groundwater transport hand book of mathematical models, AGU Water Resource, Washington, DC.
Jia, X., Zeng, F., and Gu, Y. (2013). “Semi-analytical solutions to one-dimensional advection-diffusion equations with variable diffusion coefficient and variable flow velocity.” Appl. Math. Comput., 221, 268–281.
Kinzelbach, W., and Ackerer, P. (1986). “Modelisation de la propogation d’ un champ d’ écoulement transitoire.” Hydrogeologie, 2, 197–206 (in French).
Kreft, A., and Zuber, A. (1978). “On the physical meaning of the dispersion equation and its solutions for different initial and boundary conditions.” Chem. Eng. Sci., 33(11), 1471–1480.
Kumar, A., Jaiswal, D. K., and Kumar, N. (2009). “Analytical solutions of one-dimensional advection-diffusion equation with variable coefficients in a finite domain.” J. Earth Syst. Sci., 118(5), 539–549.
Kumar, A., Jaiswal, D. K., and Kumar, N. (2010). “Analytical solutions to one-dimensional advection-diffusion equation with variable coefficients in semi-infinite media.” J. Hydrol., 380(3–4), 330–337.
Leij, F. J., Priesack, E., and Schaap, M. G. (2000). “Solute transport modeled with Green’s functions with application to persistent solute sources.” J. Contam. Hydrol., 41(1), 155–173.
Leij, F. J., and Van Genuchten, M. (2000). “Analytical modeling of non-aqueous phase liquid dissolution with Green’s functions.” Transp. Porous Media., 38(1), 141–166.
Logan, J. D. (1996). “Solute transport in porous media with scale-dependent dispersion and periodic boundary conditions.” J. Hydrol., 184(3–4), 261–276.
Matheron, G., and De Marsily, G. (1980). “Is transport in porous media always diffusive? A counter example.” Water Resour. Res., 16(5), 901–917.
Neuman, S. P. (1990). “Universal scaling of hydraulic conductivities and dispersivities in geologic media.” Water Resour. Res., 26(8), 1749–1758.
Pang, L., and Hunt, B. (2001). “Solutions and verification of a scale-dependent dispersion model.” J. Contam. Hydrol., 53(1–2), 21–39.
Park, E., and Zhan, H. (2001). “Analytical solutions of contaminant transport from finite one-, two-, and three-dimensional sources in a finite-thickness aquifer.” J. Contam. Hydrol., 53(1), 41–61.
Pickens, J. F., and Grisak, G. E. (1981). “Scale-dependent dispersion in stratified granular aquifer.” Water Resour. Res., 17(4), 1191–1211.
Rehfeldt, K. R., and Gelhar, L. W. (1992). “Stochastic analysis of dispersion in unsteady flow in heterogeneous aquifers.” Water Resour. Res., 28(8), 2085–2099.
Rumer, R. R. (1962). “Longitudinal dispersion in steady and unsteady flow.” J. Hydraul. Div., 88(4), 147–172.
Sanskrityayn, A., and Kumar, N. (2016). “Analytical solution of advection-diffusion equation in heterogeneous infinite medium using Green’s function method.” J. Earth Syst. Sci., 125(8), 1713–1723.
Sanskrityayn, A., Suk, H., and Kumar, N. (2017). “Analytical solutions for solute transport in groundwater and riverine flow using Green’s function method and pertinent coordinate transformation method.” J. Hydrol., 547, 517–533.
Sauty, J. P. (1980). “An analysis of hydrodispersive transfer in aquifers.” Water Resour. Res., 16(1), 145–158.
Scheidegger, A. E. (1954). “Statistical hydrodynamics in porous media.” J. Appl. Phys., 8, 994–1001.
Scheidegger, A. E. (1957). The physics of flow through porous media, University of Toronto Press, Toronto.
Selvadurai, A. P. S. (2004). “On the advective-diffusive transport in porous media in the presence of time-dependent velocities.” Geophys. Res. Lett., 31(13), L13505.
Serrano, S. E. (1992). “The form of the dispersion equation under recharge and variable velocity, and its analytical solution.” Water Resour. Res., 28(7), 1801–1808.
Singh, M. K., Ahamad, S., and Singh, V. P. (2012). “Analytical solution for one-dimensional solute dispersion with time-dependent source concentration along uniform groundwater flow in a homogeneous porous formation.” J. Eng. Mech., 1045–1056.
Singh, M. K., and Das, P. (2015). “Scale dependent solute dispersion with linear isotherm in heterogeneous medium.” J. Hydrol., 520, 289–299.
Sposito, G. W., Jury, W. A., and Gupta, V. K. (1986). “Fundamental problems in the stochastic convection-dispersion model of solute transport in aquifers and field soils.” Water Resour. Res., 22(1), 77–88.
Sternberg, S. P. K., Cushman, J. H., and Greenkorn, R. A. (1996). “Laboratory observation of nonlocal dispersion.” Trans. Porous Media, 23(2), 135–151.
Su, N., Sander, G. C., Liu, F., Anh, V., and Barry, D. A. (2005). “Similarity solutions for solute transport in fractal porous media using a time- and scale dependent dispersivity.” Appl. Math. Modell., 29(9), 852–870.
Sudicky, E. A. (1986). “A natural gradient experiment on solute transport in a sand aquifer: Spatial variability of hydraulic conductivity and its role in the dispersion process.” Water Resour. Res., 22(13), 2069–2082.
Sykes, J. F., Pahwa, S. B., Lantz, R. B., and Ward, D. S. (1982). “Numerical simulation of flow and contaminant migration at an extensively monitored landfill.” Water Resour. Res., 18(6), 1687–1704.
Taylor, G. I. (1953). “Dispersion of soluble matter in solvent flowing slowly through a tube.” Proc. Royal Soc. London., A219, 186–203.
Todd, D. K. (1980). Groundwater hydrology, 2nd Ed., Wiley, Hoboken, NJ.
van Genuchten, M. T., and Alves, W. J. (1982). “Analytical solutions of the one-dimensional convective-dispersive solute transport equation.”, USDA, Beitsville, MD, 151.
Yates, S. R. (1990). “An analytical solution for one-dimensional transport in heterogeneous porous media.” Water Resour. Res., 26(10), 2331–2338.
Yeh, G. T. (1981). “AT123D: Analytical transient one-, two-, and three-dimensional simulation of waste transport in the aquifer system.”, Union Carbide Corporation for the U.S. Dept. of Energy, Oak Ridge, TN.
Yeh, G. T., and Yeh, H. D. (2007). “Analysis of point-source and boundary-source solutions of one-dimensional groundwater transport equation.” J. Environ. Eng., 1032–1041.
Zamani, K., and Bombardelli, F. A. (2014). “Analytical solutions of nonlinear and variable-parameter transport equations for verifications of numerical solvers.” Environ. Fluid Mech., 14(4), 711–742.
Zoppou, C., and Knight, J. H. (1997). “Analytical solutions for advection and advection-diffusion equations with spatially variable coefficients.” J. Hydraul. Eng., 144–148.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 4April 2018

History

Received: May 19, 2017
Accepted: Aug 23, 2017
Published online: Feb 10, 2018
Published in print: Apr 1, 2018
Discussion open until: Jul 10, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Abhishek Sanskrityayn [email protected]
Research Scholar, Dept. of Mathematics, Institute of Science, Banaras Hindu Univ., Varanasi 221005, India (corresponding author). E-mail: [email protected]
Vinod Kumar Bharati [email protected]
Research Scholar, Dept. of Mathematics, Institute of Science, Banaras Hindu Univ., Varanasi 221005, India. E-mail: [email protected]
Naveen Kumar [email protected]
Professor, Dept. of Mathematics, Institute of Science, Banaras Hindu Univ., Varanasi 221005, India. 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