A platform for research: civil engineering, architecture and urbanism
Effect of Angle between Pier and Center of River Flow on Local Scouring around the Bridge Pier
In recent years, heavy rainfall disasters have caused frequent damage to bridge piers due to scouring and have resulted in the fall of bridges in many areas in Japan. The objective of this study was to investigate the effect of local scouring around the downstream of the piers on the local scouring around the center of the river flowing at an angle to the piers. It was found that when the center of the river flows at an angle to the piers, the scouring area becomes wider from the upstream to the downstream of the piers because of the longer inhibition width of the piers positioned perpendicular to the water flow. The downstream scouring depth tends to be smaller than the upstream scouring depth. In addition, the time to the onset of tilting deformation of the piers increases with the inhibition width of the piers positioned perpendicular to the flowing water.
Effect of Angle between Pier and Center of River Flow on Local Scouring around the Bridge Pier
In recent years, heavy rainfall disasters have caused frequent damage to bridge piers due to scouring and have resulted in the fall of bridges in many areas in Japan. The objective of this study was to investigate the effect of local scouring around the downstream of the piers on the local scouring around the center of the river flowing at an angle to the piers. It was found that when the center of the river flows at an angle to the piers, the scouring area becomes wider from the upstream to the downstream of the piers because of the longer inhibition width of the piers positioned perpendicular to the water flow. The downstream scouring depth tends to be smaller than the upstream scouring depth. In addition, the time to the onset of tilting deformation of the piers increases with the inhibition width of the piers positioned perpendicular to the flowing water.
Effect of Angle between Pier and Center of River Flow on Local Scouring around the Bridge Pier
Takuma Kadono (author) / Shinichiro Okazaki (author) / Yoshihiro Kabeyama (author) / Toshinori Matsui (author)
2020
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Impact Assessment of Pier Shape and Modifications on Scouring around Bridge Pier
DOAJ | 2019
|Influence of unsteady flow hydrograph shape on local scouring around bridge pier
Online Contents | 2012
|Vortex scouring process around bridge pier with a caisson
Taylor & Francis Verlag | 2012
|Vortex scouring process around bridge pier with a caisson
Online Contents | 2011
|Vortex scouring process around bridge pier with a caisson
British Library Online Contents | 2011
|