Discussions and Closures
Jul 12, 2017

Closure to “Return Period–Dependent Rational Formula Coefficients for Two Locations in Texas” by David C. Froehlich

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 9
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References

Dhakal, N., Fang, X., Asquith, W. H., Cleveland, T. G., and Thompson, D. B. (2013). “Return period adjustment for runoff coefficients based on analysis in undeveloped Texas watersheds.” J. Irrig. Drain. Eng., 476–482.
Froehlich, D. C. (1980). “Effect of urban development on flood peak discharge from small watersheds in Pennsylvania.” M.Sc. thesis, Pennsylvania State Univ., University Park, State College, PA.
Froehlich, D. C. (2012). “Graphical calculation of small catchment peak discharge.” J. Irrig. Drain. Eng., 245–256.
Froehlich, D. C. (2016). “Calculating peak discharge from small catchments in Albuquerque, New Mexico.” Stormwater J. Surf. Water Qual. Prof., 17(7), 40–47.
Hawkins, R. H., Ward, T. J., Woodward, D. E., and Van Mullem, J. A. (2009). Curve number hydrology—State of the practice, ASCE, Reston, VA.
King, K. W., Arnold, J. G., and Bingner, R. L. (1999). “Comparison of Green-Ampt and curve number methods on Goodwin Creek watershed using SWAT.” Trans. ASAE, 42(4), 919–926.
Razmkhah, H. (2016). “Comparing performance of different loss methods in rainfall-runoff modeling.” Water Resour., 43(1), 207–224.
Van Mullem, J. A. (1991). “Runoff and peak discharge using Green-Ampt infiltration model.” J. Hydraul. Eng., 354–370.
Vaššová, D. (2013). “Comparison of rainfall-runoff models for design discharge assessment in a small ungauged catchment.” Soil Water Res., 8(1), 26–33.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 9September 2017

History

Received: Mar 9, 2017
Accepted: Apr 20, 2017
Published online: Jul 12, 2017
Published in print: Sep 1, 2017
Discussion open until: Dec 12, 2017

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Authors

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David C. Froehlich, Ph.D. [email protected]
P.E.
D.WRE
Consulting Engineer, 303 Frenchmans Bluff Dr., Cary, NC 27513. E-mail: [email protected]

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