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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:
ASCE
Publisher location:
New York, NY
First page:
534
Last page:
539
Conference Title:
Hydraulic Engineering: Proceedings of the 1988 National Conference on Hydraulic Engineering
Conference Location:
Colorado Springs, CO
Conference Date:
August 8-12,1988
Online Only (Y/N):
N
Additional Online Files (Y/N):
N