TECHNICAL PAPERS
Aug 1, 2001

Explicit Solution to Green and Ampt Infiltration Equation

This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydrologic Engineering
Volume 6, Issue 4

Abstract

An explicit solution of the Green and Ampt infiltration equation is presented by constructing a decomposition series. Simple expressions for the cumulative infiltration depth and the infiltration rate are proposed. These expressions are valid for deep homogeneous soils under ponding conditions resulting from intense rainfall events. The solution was compared with the exact implicit solution, and with the Lambert W solution of the Green and Ampt equation. It was found that with three terms in the series, the decomposition solution has a maximum error of about 0.15%. The inclusion of additional terms in the series reduces the error. With four terms, the decomposition series yields an error of about 0.02%. The accuracy of a three-term decomposition solution seems adequate for most practical calculations. Furthermore, its simplicity of implementation makes it suitable for fast hand calculations.

Get full access to this article

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

References

1.
Abbaoui, K., and Cherruault, Y. ( 1994). “Convergence of Adomian's method applied to differential equations.” Comp. & Mathematics with Applications, 28(5), 103–109.
2.
Adomian, G. ( 1994). Solving frontier problems in physics—The decomposition method, Kluwer Academic, Boston.
3.
Barry, D. A., Parlange, J-Y., Sander, G. C., and Sivaplan, M. ( 1993). “A class of exact solutions for Richards equations.” J. Hydro., 142, 29–46.
4.
Beven, K. ( 1984). “Infiltration into a class of vertically non-uniform soils.” Hydrological Sci. J., 29, 425–434.
5.
Cherruault, Y. ( 1989). “Convergence of Adomian's method.” Kybernetes, 18(2), 31–38.
6.
Cherruault, Y., Saccomardi, G., and Some, B. ( 1992). “New Results for convergence of Adomian's method applied to integral equations.” Math. and Comp. Modelling, 16(2), 85–93.
7.
Chu, S. T. ( 1978). “Infiltration during an unsteady rain.” Water Resour. Res., 14, 461–466.
8.
Corless, R. M., Gonnet, G. H., Hare, D. E. G., Jeffrey, D. J., and Knuth, D. E. ( 1996). “On the Lambert W function.” Adv. in Comp. Math., 5, 329–359.
9.
Corless, R. M., Jeffrey, D. J., and Kuth, D. E. ( 1997). “A sequence of series for the Lambert function.” Proc., ISSAC'97, W. W. Kuchlin, ed., ACM, New York, 197–204.
10.
Dingman, S. L. ( 1994). Physical hydrology, Macmillan, New York.
11.
Freyberg, D. L., Reeder, J. W., Fanzini, J. B., and Remson, I. ( 1980). “Application of the Green and Ampt model to infiltration under time-dependent surface water depths.” Water Resour. Res., 16, 517–528.
12.
Gabet, L. ( 1992). “Equisse d'une théorie décompositionnelle et application aux equations aux dérivées partialles.” Doctoral dissertation, Ecole Centrale de Paris, France (in French).
13.
Gabet, L. ( 1993). “The decomposition method and linear partial differential equations.” Math. and Comp. Modelling, 17(6), 11–22.
14.
Gabet, L. ( 1994). “The decomposition method and distributions.” Comp. & Mathematics with Applications, 27(3), 41–49.
15.
Green, W. H., and Ampt, G. A. ( 1911). “Studies on soil physics. 1: The flow of air and water through soils.” J. Agric. Sci., 4(1), 1–24.
16.
Mein, R. G., and Larson, C. L. ( 1973). “Modeling infiltration during a steady rain.” Water Resour. Res., 9(2), 384–394.
17.
Schmid, B. ( 1990). “Derivation of an explicit equation for infiltration on the basis of the Mein-Larson model.” Hydrological Sci. J., Oxford, England, 35, 197–208.
18.
Serrano, S. E. (1996). “Hydrologic theory of dispersion in heterogeneous aquifers.”J. Hydrologic Engrg., ASCE, 1(4), 144–151.
19.
Serrano, S. E. ( 1998). “Analytical decomposition of the non-linear unsaturated flow equation.” Water Resour. Res., 34(3), 397–407.
20.
Serrano, S. E., and Adomian, G. ( 1996). “New Contributions to the solution of transport equations in porous media.” Math. and Comp. Modelling, 24(4), 15–25.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 6Issue 4August 2001
Pages: 336 - 340

History

Received: Feb 8, 2000
Published online: Aug 1, 2001
Published in print: Aug 2001

Permissions

Request permissions for this article.

Authors

Affiliations

Sergio E. Serrano
Prof. of Hydrologic Engrg., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, KY 40506-0281. 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