TECHNICAL PAPERS
Apr 1, 1999

Modeling Surface and Subsurface Runoff in a Forested Watershed

Publication: Journal of Hydrologic Engineering
Volume 4, Issue 2

Abstract

A hydrologic model, capable of approximating surface and subsurface runoff from a forested shallow-soil watershed without the time of concentration parameter, is developed. A watershed is modeled as a series of vertically and horizontally linked nonlinear storages, each represented by a lumped mass-balance equation. The resulting system of ordinary differential equations is evaluated by the fourth-order Runge-Kutta finite-difference method. Comparison of this simpler modeling approach with method of characteristics and Petrov-Galerkin finite-element solutions shows good agreement. However, because the performance of the preliminary formulation on a forested watershed was unsatisfactory, an extended subsurface model is developed that explicitly accounts for the presence of both the soil and the small channels between the soil layer and bedrock face. Application of the extended model to the same forested watershed shows significantly improved agreement between the observed and computed runoff hydrographs.

Get full access to this article

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

References

1.
Axworthy, D. H. ( 1993). “A numerical kinematic model for surface and subsurface hydrologic processes,” Master's thesis, University of Toronto, Toronto.
2.
Beven, K. ( 1981). “Kinematic subsurface stormflow.” Water Resour. Res., 17(5), 1419–1424.
3.
Chow, V. T., Maidment, D. R., and Mays, L. W. ( 1988). Applied hydrology . McGraw-Hill, New York.
4.
Engman, E. T., and Rogowski, A. S. ( 1974). “A partial area model for storm flow synthesis.” Water Resour. Res., 10(3), 464–472.
5.
Green, W. H., and Ampt, G. A. ( 1911). “Studies on soil physics.” J. Agric. Sci., 4(Part 1), 1–24.
6.
Holtan, H. N. ( 1961). “A concept for infiltration estimates in watershed engineering.” Agric. Res. Ser., U.S. Dept. of Agriculture, Washington, D.C., 41–51.
7.
Horton, R. E. ( 1933). “The role of infiltration in the hydrologic cycle.” Trans., Am. Geophys. Union, 14, 446–460.
8.
Huggins, L. F., and Monke, E. J. ( 1968). “A mathematical model for simulating the hydrologic response of a watershed.” Water Resour. Res., 4(3), 529–539.
9.
James, W. P., and Kim, K. W. ( 1990). “A distributed dynamic watershed model.” Water Resour. Bull., 26(4), 587–596.
10.
Jardine, P. M., Wilson, G. V., Luxmoore, R. J., and McCarthy, J. F. ( 1989). “Transport of inorganic and natural organic tracers through an isolated pedon in a forest watershed.” Soil Sci. Soc. Am. J., 53, 317–323.
11.
Jardine, P. M., Wilson, G. V., McCarthy J. F., Luxmoore, R. J., Taylor, D. L., and Zelansky, L. W. ( 1990). “Hydrogeochemical processes controlling the transport of dissolved organic carbon through a forested hillslope.” J. Contam. Hydro., 6, 3–19.
12.
Julien, P. Y., and Moglen, G. E. ( 1990). “Similarity and length scale for spatially varied overland flow.” Water Resour. Res., 26(8), 1819–1832.
13.
Ministry of Transportation of Ontario. ( 1983). Drainage manual, Toronto.
14.
Muñoz-Carpena, R., Miller, C. T., and Parsons, J. E. ( 1993). “A quadratic Petrov-Galerkin solution for kinematic wave overland flow.” Water Resour. Res., 29(8), 2615–2627.
15.
Ormsbee, L. E., and Kahn, A. Q. ( 1989). “A parametric model for steeply sloping forested watersheds.” Water Resour. Res., 25(9), 2053–2065.
16.
Peters, D. L., Buttle, J. M., Taylor, C. H., and LaZerte, B. D. ( 1995). “Runoff production in a forested, shallow soil, Canadian Shield basin.” Water Resour. Res., 31(5), 1291–1304.
17.
Peters, D. L. ( 1994). “Subsurface flow processes in forested Canadian Shield hillslopes: Contributions to runoff production,” Master's thesis, Trent University, Peterborough, Ont., Canada.
18.
Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T. ( 1988). Numerical recipes in C . Cambridge University Press, Cambridge, Mass.
19.
Priestley, C. H. B., and Taylor, R. J. ( 1972). “On the assessment of surface heat flux and evaporation using large-scale parameters.” Monthly Weather Rev., 100(2), 81–92.
20.
Singh, V. P. ( 1988). Hydrologic systems, volume I, rainfall-runoff modeling . Prentice-Hall, Englewood Cliffs, N.J.
21.
Sloan, P. G., and Moore, I. D. ( 1984). “Modeling subsurface stormflow on steeply sloping forested watersheds.” Water Resour. Res., 20(12), 1815–1822.
22.
“USDA-water erosion prediction project: User summary.” (1995). NSERL Rep. No. 11, D. C. Flanagan and S. J. Livingston eds., USDA-ARS National Soil Erosion Research Laboratory, West Lafayette, Ind.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 4Issue 2April 1999
Pages: 165 - 173

History

Received: Apr 25, 1996
Published online: Apr 1, 1999
Published in print: Apr 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Member, ASCE,
Member, ASCE
Res. Assoc., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, Canada, M5S 1A4.
Prof., Dept. of Civ. Engrg., Univ. of Toronto, Toronto, Canada.

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