Abstract
Bridge scour can cause damage to bridge foundations and abutments. Bridges with foundations that are unstable for calculated and/or observed scour conditions are termed scour critical bridges. There are approximately 17,000 scour critical bridges in the United States. This designation comes in part from the use of over-conservative methods that predict excessive scour depths in erosion resistant materials. Other methods capable of overcoming this over-conservatism are uneconomical because they require site-specific erosion testing. This paper proposes a new bridge scour assessment method. The new method, termed Bridge Scour Assessment 1 (BSA 1) is the first part of a three level bridge scour assessment procedure that was developed for the Texas Department of Transportation. It does not require site-specific erosion testing and eliminates the over-conservatism in current methods. BSA 1 uses charts that extrapolate or interpolate measured scour depths at the bridge to obtain the scour depth corresponding to a specified future flood event. The scour vulnerability depends on the comparison between the predicted and allowable scour depths. This paper also includes a new hydraulic-hydrologic analysis procedure for the determination of flow parameters required in the scour analysis. This procedure was developed for the State of Texas, and is economical and reasonably reliable from a hydrologic standpoint. This procedure is versatile as it can be applied to any region with sufficient flow gages. The 11 case histories used to validate BSA 1 showed good agreement between predicted and measured values. BSA 1 was then applied to 16 bridges where 6 out of 10 bridges classified as scour critical by current methods were found to be stable. These indicate that the method allows for more realistic evaluation of bridges for scour while not requiring site-specific erosion testing. BSA 1 was finalized in April 2009 and six months later has already been used by Texas Department of Transportation engineers to evaluate 350 scour critical bridges in the State of Texas.
Highlights
Bridge scour is the term describing the loss of geomaterials due to water flowing around bridge supports
Current standard bridge scour assessment methods in use are either qualitative initial evaluations that can be unreliable or quantitative scour depth evaluations that are overly conservative when applied to erosion resistant materials
This paper presents a quantitative bridge scour assessment method, termed Bridge Scour Assessment I (BSA I) which accounts for time-dependent scour depth using field measurements
Summary
Bridge scour is the term describing the loss of geomaterials due to water flowing around bridge supports. The materials underlying the site are in accordance with five of six erosion categories in that are presented in what is termed the Erosion Function Chart (Figure 2) (Govindasamy 2009 and Briaud 2008) These simulations computed the time-dependent scour depth as a result of two consecutive flows having velocities Vmo and Vfub respectively. Obtaining the velocity ratio when flow data is available at the bridge being assessed for scour In this case, the hydraulic infonnation required for BSA I can be determined in a fairly straightforward manner as follows: I. The underlying concept behind the validation procedure is to go back in time and perform a BSA I analysis at the bridge and predict a future scour depth value Zrul for a specified time in the future that coincides with when an actual measurement was taken.
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