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Backwater of arch bridges under free and submerged conditions
Experimental research on backwater effects in semicircular arch bridges is reported. Both pressurized and free-surface flows at the bridge were investigated. Flows on a mobile bed in clear-water conditions were compared to those with a rigid bed. Methodologies for backwater computation by Yarnell, the US Geological Survey, the US Department of Transportation and the HEC-RAS model were compared with the experimental data. A simple expression for the head loss coefficient as a function of the obstructed bridge area is derived.
Backwater of arch bridges under free and submerged conditions
Experimental research on backwater effects in semicircular arch bridges is reported. Both pressurized and free-surface flows at the bridge were investigated. Flows on a mobile bed in clear-water conditions were compared to those with a rigid bed. Methodologies for backwater computation by Yarnell, the US Geological Survey, the US Department of Transportation and the HEC-RAS model were compared with the experimental data. A simple expression for the head loss coefficient as a function of the obstructed bridge area is derived.
Backwater of arch bridges under free and submerged conditions
Martin-Vide, J.P. (author) / Prio, J.M. (author)
Journal of Hydraulic Research ; 43 ; 515-521
2005-09-01
7 pages
Article (Journal)
Electronic Resource
English
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