Analysis of onsite measurements of scour at piers
By: David C. Froehlich
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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.
| 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 |
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