TECHNICAL PAPERS
Aug 16, 2004

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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References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 130Issue 9September 2004
Pages: 905 - 913

History

Received: Jun 20, 2002
Accepted: Dec 8, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004

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Authors

Affiliations

Wen-Yi Chang
Associate Researcher, National Center for High-Performance Computing, No. 7 R&D 6th Rd., Science-Based Industrial Park, Hsinchu, Taiwan; formerly, PhD Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan.
Jihn-Sung Lai
Assistant Research Fellow, Hydrotech Research Institute, National Taiwan Univ., 158 Chow Shan Rd., Taipei 106, Taiwan.
Chin-Lien Yen, F.ASCE
Professor Emeritus, Senior Research Fellow, Dept. of Civil Engineering, Hydrotech Research Institute, National Taiwan Univ., 158 Chow Shan Rd., Taipei 106, Taiwan.

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