Scour Around Bridge Piers

Hopkins, G. R.; Vance, R. W.; Kasraie, B.; United States. Department of Transportation. Federal Highway Administration. Office of Research and Development

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Scour Around Bridge Piers

1975-03-01
By Hopkins, G. R. ; Vance, R. W. ; Kasraie, B.

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Creators:

Hopkins, G. R. ; Vance, R. W. ; Kasraie, B.

Hopkins, G. R. ; Vance, R. W. ; Kasraie, B. Less -
Corporate Creators:

United States. Department of Transportation. Federal Highway Administration. Office of Research and Development
Contributors:

Jones, J. S.
Corporate Contributors:

West Virginia University
Subject/TRT Terms:

[+]

Bridge Piers Data Collection Scour
Publication/ Report Number:

FHWA-RD-75-056
Resource Type:

Tech Report
Geographical Coverage:

United States
Contracting Officer:

Jones, J. S.
Corporate Publisher:

United States. Federal Highway Administration. Office of Research and Development
Abstract:

Available theories and prediction formulas on scour at bridge waterways are reviewed. Formulas that offer potential for prediction of scour around bridge piers are compared by reducing each formula to a non-dimensional form that includes Froude Number, the ratio of scour depth to pier width, and the ratio of stage to pier width. A field study to gather data on scour and related variables is described. The study is aimed at collecting field data in order to furnish a basis on which to compare scour prediction formulas. Four test sites are included in the study. These sites are located on: the Red River in Shreveport, Louisiana, the Brazos River in Richmond, Texas, the Homochitto River near Brookhaven, Mississippi, and the Ohio River in Lawrenceburg, Indiana. An automatic instrumentation system that measures scour depth at three points around a bridge pier as well as river stage is used in this study. The system is based on a depth measuring fathometer. The test protocol and study philosophy are discussed. Data gathered from the field sites are presented and compared to values predicted from scour formulas. Recommendations are made on ways to improve the scour research effort. These include improved instrumentation systems, additional field studies, laboratory studies and computer program development.
Format:

PDF
Funding:

DOT-FH-11-7759
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha-512:1cada07fc0ce1ae64093f5791306174cc76c5a81266b639b9160906dad61a8c09c4ea99fbb19cc5f6408a96f4686348e59b14820b02a830239a1491f5ca326fc
Download URL:

https://staging-dot.cdc.gov/view/dot/41782/dot_41782_DS1.pdf
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Scour Around Bridge Piers

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