Evolution of Scour Depth at Circular Bridge Piers
Publication: Journal of Hydraulic Engineering
Volume 130, Issue 9
Abstract
Experiments of bridge pier scour are carried out under steady and unsteady clear-water scour conditions with uniform and nonuniform sediments. Around the pier nose, the sediment size variation of surface bed materials is investigated, and a regressed formula is obtained for estimating the mixing layer thickness in terms of median sediment size and geometric standard deviation of grain size distribution. A method based on the mixing layer concept is developed for calculating the equilibrium scour depth in nonuniform sediment. Based on the experimental data of scour rate, a model simulating the scour-depth evolution under steady flow in nonuniform sediment is presented. By analyzing experimental data, a scheme is proposed for computing the scour-depth evolution under unsteady flow.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Jun 20, 2002
Accepted: Dec 8, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004
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