DISCUSSIONS AND CLOSURES
Oct 1, 1996

Discussion and Closure: SCS Runoff Equation Revisited for Variable-Source Runoff Areas

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Irrigation and Drainage Engineering
Volume 122, 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

1.
Bras, R. L., and Rodriguiz-Iturbe, I. (1985). Random functions and hydrology. Addison-Wesley Publishing Co., Reading, Mass.
2.
Hawkins, R. H. (1981). “Interpretations of source area variability in rainfall-runoff relationships.” Int. Symp. on Rainfall-Runoff Modeling, Mississippi State Univ., Water Resources Publications, Littleton, Colo.
3.
Hawkins, R. H. (1982). “Loss rate distribution implicit in the SCS runoff equation.” Proc., Joint Meeting of Arizona-Nevada Acad. of Sci., and Arizona Section Am. Water Resour. Assoc.
4.
Hawkins, R. H., and Achlil, K. (1981). “Modeling rainfall-runoff using distributed loss rate on a semi-arid watershed.” AGU Chapman Conf., Pingree Park, Colo.
5.
Hawkins, R. H., and Cundy, T. C. (1982). “A spatial loss rate distribution implicit in the curve number method.” Proc., Colorado State Univ.—AGU Hydro. Days, Colorado State Univ., Fort Collins, Colo.
6.
Hawkins, R. H., and Cundy, T. W. (1987). “Steady state analysis of infiltration and overland flow for spatially-varied hillslopes.” Water Resour. Bull., 23(2), 251–256.
7.
Hawkins, R. H., and Cundy, T. W. (1989). “A continuous distributed model of storage dominated watershed runoff.” J. Irrig. and Drain. Engrg., ASCE, 115(2), 305–311.
8.
Hawkins, R. H., Hjelmfelt, A. T. Jr., and Zevenbergen, A. W. (1985). “Runoff probability, storm depth and curve numbers.” J. Irrig. and Drain. Engrg., ASCE, 111(4), 220–230.
9.
Ponce, V. L., and Hawkins, R. H. (1996). “Runoff curve number: has it reached maturity?” J. Hydrol. Engrg., ASCE, 1(1), 11–19.
10.
Frankenberger, J. (1996). “Identification of critical runoff generating areas using a variable source area model,” Unpublished PhD thesis, Department of Agricultural and Biological Engineering, Cornell University, Ithaca, N.Y.
11.
Hawkins, R. H., Hjelmfelt, Jr., A. T., and Zevenberger, A. W. (1985). “Runoff probability, storm depth and curve numbers.” J. Irrig. and Drain. Engrg., ASCE, 111(4), 330–340.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 122Issue 5October 1996
Pages: 319 - 320

History

Published online: Oct 1, 1996
Published in print: Oct 1996

Permissions

Request permissions for this article.

Authors

Affiliations

Richard H. Hawkins, Member, ASCE
Prof., Watershed Resour. Program, School of Renewable Natural Resour., Univ. of Arizona, Tucson, AZ 85721.
Tammo S. Steenhuis
Assoc. Prof., Dept. of Agric. and Biol. Engrg., Riley-Robb Hall, Cornell Univ., Ithaca, NY 14853.
Jane Rossing Frankenberger
Asst. Prof., Dept. of Agric. and Biol. Engrg., Ag. Engrg. Bldg., Purdue Univ., West Lafayette, IN 47907.
Michael Winchell
Grad. Student, Hydrology and Water Resources Dept., Univ. of Arizona, Tucson, AZ 85721.
James A. Zollweg
Hydro., USDA-ARS, Pasture Res. Lab, Curtin Road, University Park, PA 16802.
Michael F. Walter
Prof., Dept. of Agric. and Biol. Engrg., Riley-Robb Hall, Cornell Univ., Ithaca, NY.

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