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Discussion of “<i>Predicting Ground‐Water Response to Precipitation</i>” by Dwight A. Sangrey, Kingsley O. Harrop‐Williams, and Jeffrey A. Klaiber (July, 1984)
Publisher: American Society of Civil Engineers
Errata for “Open Channel Flow Resistance” by Ben Chie Yen
Publisher: American Society of Civil Engineers
Open Channel Flow Resistance
Publisher: American Society of Civil Engineers
Abstract: In 1965, Rouse critically reviewed hydraulic resistance in open channels on the basis of fluid mechanics. He pointed out the effects of cross-sectional shape, boundary nonuniformity, and flow unsteadiness, in addition to ...
Discussion and Closure: Criteria for Evaluation of Watershed Models
Publisher: American Society of Civil Engineers
Closure to “<i>Dimensionally Homogeneous Manning's Formula</i>” by Ben Chie Yen (September, 1992, Vol. 118, No. 9)
Publisher: American Society of Civil Engineers
Dimensionally Homogeneous Manning's Formula
Publisher: American Society of Civil Engineers
Abstract: Manning was looking for a dimensionally homogeneous velocity equation but did not achieve it. Later the coefficient in one of his equations was related to Kutter's n. The dimension of n is reviewed here. If n is indeed a ...
Erratum:
Publisher: American Society of Civil Engineers
Modeling of Conjunctive Two-Dimensional Surface-Three-Dimensional Subsurface Flows
Publisher: American Society of Civil Engineers
Abstract: In the rainfall-runoff process, interaction between surface and subsurface flow components plays an important role, especially in rainwater abstraction and overland flow initiation at the early stage of rainfall events. ...
Comparison of Risk Calculation Methods for a Culvert
Publisher: American Society of Civil Engineers
Abstract: A comparative study of eight different risk calculation methods has been performed on the occurrence probability of inadequate capacity of a culvert to pass floods. The five basic risk calculation methods used in this study ...
Significance of Averaging Coefficients in Open‐Channel Flow Equations
Publisher: American Society of Civil Engineers
Abstract: The Saint‐Venant equations commonly applied to solving unsteady open‐channel flow problems consist of a continuity equation and a momentum equation. In deriving the momentum equation, the pressure distribution is assumed ...