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Title: Research Pays Off: Improved Predictions of Pier Scour Save Bridge Resources: Florida Develops and Applies Findings
Accession Number: 01332836
Record Type: Component
Availability: Find a library where document is available Abstract: Pier foundations disrupt water flow causing scour and requiring that bridge foundations be designed to withstand the effects of scour for 100 years of flow. Accurate predictions of scour depths are essential for a bridge to withstand conditions throughout its lifetime. If underestimated the bridge may fail; if overestimated the cost of construction is increased. The most important parameters related to structure, water flow, and sediment, as well as several dimensionless parameters, affecting pier scour depths have been identified. Determining the parameters that have the greatest impact and their interactions, however, has proved difficult. This article discusses the refining of the predictive equations and their adjustment for complex piers, and the adoption of these newly developed pier scour equations as part of the Florida Department of Transportation design procedures. In the past five years, Florida taxpayers have saved millions of dollars through the application of the new pier scour equations to bridge designs and to the reclassification of bridges previously considered high risk to low risk.
Supplemental Notes: Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
Language: English
Authors: Renna, RickMorrison, VickiPagination: pp 36-37
Publication Date: 2011-1
Serial: Media Type: Print
Features: Photos
(3)
; References
(4)
TRT Terms: Identifier Terms: Subject Areas: Bridges and other structures; Design; Highways; Hydraulics and Hydrology; I24: Design of Bridges and Retaining Walls
Files: TRIS, TRB
Created Date: Mar 18 2011 3:28PM
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