DISCUSSIONS AND CLOSURES
Jul 1, 1997

Discussions and Closure: Runoff Curve Number: Has It Reached Maturity?

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Publication: Journal of Hydrologic Engineering
Volume 2, Issue 3
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Advanced interconnected channel and pond routing model. (1990). Streamline Technologies, Inc., Winter Park, Fla.
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Drainage basin runoff model. (1989). Hilbern Engineering, Orlando, Fla.
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HEC-1, flood hydrograph package, user's manual. (1981). U.S. Army Corps of Engineers, Washington, D.C.
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Clopper, P. E. (1980). “Antecedent moisture considerations in the SCS curve number rainfall-runoff method,” MS thesis, Colorado State Univ., Fort Collins, Colo.
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Faurés, J. M., Goodrich, D. C., Woolhiser, D. A., and Soorooshian, S. (1995). “Measurement and analysis of small-scale convective storm rainfall variability.” J. Hydro., 173, 283–308.
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Goodrich, D. C., Faurés, J. M., Woolhiser, D. A., Lane, L. J., and Soorooshian, S. (1995). “Impact of small-scale spatial rainfall variability on runoff simulation.” J. Hydro., 173, 309–326.
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Montgomery, R. J. (1980). “A data-based evaluation of the SCS curve number method for runoff prediction,” MS thesis, Colorado State Univ., Fort Collins, Colo.
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Pilgrim, D. H., and Cordery, I. (1993). “Flood runoff.” Handbook of hydrology, D. R. Maidment, ed., McGraw-Hill Inc., New York, N.Y.
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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 2Issue 3July 1997
Pages: 145 - 148

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Published online: Jul 1, 1997
Published in print: Jul 1997

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Authors

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Bernard L. Golding, Life Member, ASCE
Consulting Water Resour. Engr., 8982 Istesworth Ct., Orlando, FL 32819.
Roger E. Smith
Res. Hydr. Engr., ARS-USDA, AERC Colorado State Univ., Fort Collins, CO 80523.
Gene E. Willeke, Member, ASCE
P.E.
Dir. and Prof., Inst. of Envir. Sci., Miami Univ., Oxford, OH 45056.
Victor M. Ponce, Member, ASCE
Prof., Civ. and Envir. Engrg. Dept., San Diego State Univ., San Diego, CA 92182-1324.
Richard H. Hawkins, Member, ASCE
Prof., Watershed Resour. Program, School of Renewable Natural Resour., Univ. of Arizona, Tucson, AZ 85721.

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