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Local Scour Around Inclined Bridge Piers
Date
2007-08-24
Author
Bozkuş, Zafer
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https://hdl.handle.net/11511/87996
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Local scour evolution around semi-circular end bridge abutment in quasi-unsteady condition
Gogus, Mustafa; Gökmener, Serkan (2021-01-01)
In this experimental study, the temporal development of local scour is studied around semi-circular end bridge abutments under quasi-unsteady clear-water flow conditions in a rectangular sediment channel. A step-wise hydrograph of 6 h duration is used in the experiments. Six different abutment lengths having constant width, with uniform sand as bed material, were tested for three different successive flows - each applied continuously for 2 h. Bathymetry of the bed level was measured around the abutment ever...
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Local scour characteristics around semi-circular end bridge abutments with and without collars
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The major damage to bridges occurs due to scour of the bed materials around piers and abutments during severe floods. This study involves the experimental investigations of the various scour patterns forming around abutment models tested with and without collars as scour countermeasures. The experiments were conducted in a rectangular channel under clear-water scour conditions. In the first part of this study, 34 experiments were conducted with semi-circular end abutment models with and without a collar for...
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Z. Bozkuş, “Local Scour Around Inclined Bridge Piers,” 2007, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/87996.