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RISDiscussion of “<i>Investigation of Curve Number Procedure</i>” by Allen T. Hjelmfelt Jr. (June, 1991, Vol. 117, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Grid‐Based Application of Runoff Curve Numbers</i>” by Dale White (November, 1988, Vol. 114, No. 6)
Publisher: American Society of Civil Engineers
Discussion of “<i>Flood Skew in Hydrology Design on Ungaged Watersheds</i>” by Richard H. McCuen and Theodore V. Hromadka II (May, 1988, Vol. 114, No. 2)
Publisher: American Society of Civil Engineers
Discussion of “Modifications to SCS-CN Method for Long-Term Hydrologic Simulation” by K. Geetha, S. K. Mishra, T. I. Eldho, A. K. Rastogi, and R. P. Pandey
Publisher: American Society of Civil Engineers
Improved Regionalization of the CN Method for Extreme Events at Ungauged Sites across the US
Publisher: American Society of Civil Engineers
Abstract: The curve number (CN) equation is a semiempirical, event-based model commonly used to estimate rainfall runoff. This model was originally developed in the 1950s to estimate storm runoff from 24-h rainfall events from small ...