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Analysis of onsite measurements of scour at piers

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Abstract

Existing onsite measurements of local scour at bridge piers were assembled and analyzed to obtain an equation that predicts the expected maximum depth of local scour at a bridge pier. A safety factor is suggested that provides a reasonable margin of error for design purposes.

Additional Publication Details

Publication type:
Conference Paper
Publication Subtype:
Conference Paper
Title:
Analysis of onsite measurements of scour at piers
ISBN:
0872626709; 0872626709
Year Published:
1988
Language:
English
Publisher:
Publ by ASCE
Publisher location:
New York, NY, United States
First page:
534
Last page:
539
Conference Title:
Hydraulic Engineering: Proceedings of the 1988 National Conference on Hydraulic Engineering
Conference Location:
Colorado Springs, CO, USA
Conference Date:
8 August 1988 through 12 August 1988