Analysis of onsite measurements of scour at piers
January 1, 1988
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.
Citation Information
| Publication Year | 1988 |
|---|---|
| Title | Analysis of onsite measurements of scour at piers |
| Authors | David C. Froehlich |
| Publication Type | Conference Paper |
| Publication Subtype | Conference Paper |
| Index ID | 70014448 |
| Record Source | USGS Publications Warehouse |