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RISDiscussion of “<i>Kinematic Wave Routing and Computational Error</i>” by T. V. Hromadka II and J. J. DeVries (February, 1988, Vol. 114, No. 2)
Publisher: American Society of Civil Engineers
Discussion of “<i>Evaluation of Hydrologic Models Used to Quantify Major Land‐Use Change Effects</i>” by the Task Committee on Quantifying Land‐Use Change Effects of the Watershed Management and Surface‐Water Committees of the Irrigation and Drainage Division (March, 1985, Vol. 111, No. 1)
Publisher: American Society of Civil Engineers
Prediction versus Understanding (The 2006 Ven Te Chow Lecture)
Publisher: American Society of Civil Engineers
Initiative for Risk‐Based Flood Design
Publisher: American Society of Civil Engineers
Abstract: A recent report of the Interagency Advisory Committee on Water Data found that there is “no current procedure for assigning an exceedance probability to the probable maximum flood (PMF)… in a reliable, consistent, or ...
Peak Discharge Scaling in Small Hortonian Watershed
Publisher: American Society of Civil Engineers
Abstract: Runoff data were analyzed from the semihumid 21.2 km
Closure to “<i>Initiative for Risk‐Based Flood Design</i>” by David R. Dawdy and Dennis P. Lettenmaier (August, 1987, Vol. 113, No. 8)
Publisher: American Society of Civil Engineers
Regional Flood-Frequency Analysis: How We Got Here and Where We Are Going
Publisher: American Society of Civil Engineers
Calibrated Parker-Klingeman Model for Gravel Transport
Publisher: American Society of Civil Engineers
Abstract: The Parker-Klingeman (P-K) model is a state-of-the-art approach to prediction of gravel transport in river channels. This technical note describes the P-K model in simple terms and presents a practical method for local ...