Evaluation of Hydraulic Effects of Culvert Safety End Treatments
Safety end treatments are installed on new and existing culverts to protect vehicular traffic if the vehicle should leave the roadway. Backwater effects associated with end treatment designs used by the Texas Department of Transportation have not been measured previously. Such measurements are provided through the hydraulic modeling program reported upon. Backwater effects are represented through minor loss coefficients (Km), which are found to be small with a representative value Km = 0.021 for all culvert end configurations investigated. Performance curves and coefficients are also presented for these different end configurations, which supplement results presented in 0-2109-1.
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Corporate Authors:
University of Texas, Austin
Center for Transportation Research, 3208 Red River Street
Austin, TX United States 78705Texas Department of Transportation
Research and Technology Implementation Office, P.O. Box 5080
Austin, TX United States 78763-5080Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Charbeneau, Randall J
- Benson, Kathryn S
- Trub, Jennifer D
- Publication Date: 2004-10
Language
- English
Media Info
- Media Type: Web
- Edition: Technical Report
- Features: Appendices; Figures; References; Tables;
- Pagination: 67p
Subject/Index Terms
- TRT Terms: Backwaters; Coefficients; Culverts; Hydraulics; Safety
- Uncontrolled Terms: Culvert end configurations; End treatments
- Subject Areas: Bridges and other structures; Highways; Hydraulics and Hydrology; Safety and Human Factors; I26: Water Run-off - Freeze-thaw;
Filing Info
- Accession Number: 01031287
- Record Type: Publication
- Report/Paper Numbers: FHWA/TX-06/0-2109-2, 0-2109-2
- Contract Numbers: 0-2109
- Files: TRIS, USDOT, STATEDOT
- Created Date: Aug 23 2006 7:59AM