DISCUSSIONS AND CLOSURES
Sep 1, 2005

Closure to “Modeling Groundwater Flow under Transient Nonlinear Free Surface,” by Sergio E. Serrano

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Hydrologic Engineering
Volume 10, Issue 5
First page of PDF

Get full access to this article

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

References

Adomian, G. (1994). Solving frontier problems in physics—The decomposition method, Kluwer Academic, Boston.
Adomian, G., and Serrano, S. E. (1998). “Stochastic contaminant transport equation in porous media.” Appl. Math. Lett., 11(1), 53–55.
Barry, D. A., Parlange, J.-Y., Li, L., Jeng, D.-S., Stagnitti, F., and Lockington, D. A. (2005). “Discussion of ‘Modeling groundwater flow under transient nonlinear free surface,’ by S. E. Serrano.” J. Hydrologic Eng., 10(5), 428–429.
Barry, D. A., Parlange, J.-Y., Hogarth, W. L., Govindaraju, R. S., Parlange, M. B., Lockington, D., and Li, L. (2000). “Comment on ‘Modeling transient stream/aquifer interaction with the nonlinear Boussinesq equation and its analytical solution,’ by S. E. Serrano and S. R. Workman.” J. Hydrol., 235, 2879–292.
Bear, J. (1979). Hydraulics of groundwater, McGraw-Hill, New York.
Kacimov, A. R., and Serrano, S. E. (2003). “Comments on an exact analytical solution of the Boussinesq equation.” Transp. Porous Media, 52, 389–394.
Parlange, J.-Y., Hogarth, W. L., Govindaraju, R. S., Parlange, M. B., and Lockington, D. (2000). “On an exact analytical solution of the Boussinesq equation.” Transp. Porous Media, 39, 339–345.
Pinder, G. F., and Gray, W. G. (1977). Finite element simulation in surface and subsurface hydrology, Academic Press, New York.
Polubarinova-Kochina, P. Y. (1962). Theory of groundwater movement, Nauka, Moscow (in Russian).
Serrano, S. E. (1988). “General solution to random advective-dispersive equation in porous media. Part II: Stochasticity in the parameters.” Stchastic Hydrol. Hydraul., 2(2), 99–112.
Serrano, S. E. (1992). “Semi-analytical methods in stochastic groundwater transport.” Appl. Math. Model., 16, 181–191.
Serrano, S. E. (1995). “Analytical solutions of the non-linear groundwater flow equation in unconfined aquifers and the effect of heterogeneity.” Water Resour. Res., 31(11), 2733–2742.
Serrano, S. E. (1997). Hydrology for engineers, geologists, and environmental professionals. An integrated treatment of surface, subsurface, and contaminant hydrology, HydroScience, Inc., Lexington, Ky.
Serrano, S. E. (2001). Engineering uncertainty and risk analysis. A balanced approach to probability, statistics, stochastic processes, and random differential equations, HydroScience, Inc., Lexington, Ky.
Serrano, S. E. (2003). “Modeling groundwater flow under transient nonlinear free surface.” J. Hydrologic Eng., 8(3), 123–132.
Serrano, S. E., and Adomian, G. (1996). “New contributions to the solution of transport equations in porous media.” Math. Comput. Modell., 24(4), 15–25.
Serrano, S. E., and Unny, T. E. (1987). “Semigroup solutions of the unsteady groundwater flow equation with stochastic parameters.” Stchastic Hydrol. Hydraul., 1(4), 281–296.
Serrano, S. E., and Workman, S. R. (1998). “Modeling transient stream/aquifer interaction with the non-linear Boussinesq equation and its analytical solution.” J. Hydrol., 206, 245–255.
Serrano, S. E., and Workman, S. R. (2000). “Reply to Comment on ‘Modeling transient stream/aquifer interaction with the non-linear Boussinesq equation and its analytical solution’.” J. Hydrol., 235, 293–296.
Sokolov, Yu. D. (1956). “On some particular solutions of the Boussinesq equation.” Ukr. Math. J., 8(N1), 48–54 (in Russian).

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 10Issue 5September 2005
Pages: 429 - 433

History

Published online: Sep 1, 2005
Published in print: Sep 2005

Permissions

Request permissions for this article.

Authors

Affiliations

Sergio E. Serrano
Professor and Chair, Civil and Environmental Engineering, Temple Univ., 1947 North 12th St., Philadelphia, PA 19122.

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.

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