A platform for research: civil engineering, architecture and urbanism
Research on Local Scour at Bridge Pier under Tidal Action
Through the local scour test at bridge pier under tidal action in a long time series, this paper observes the growing trend of the deepest point of local scour at bridge pier under tidal conditions with different characteristic parameters, analyzes the impact of repeat sediment erosion and deposition in the scouring pit caused by reversing current on the development process of the scouring pit, and clarifies the relation between the tide and local scouring depth at bridge pier under steady flow conditions, so as to provide a scientific basis for bridge design and safe operation of estuary and harbor areas.
Research on Local Scour at Bridge Pier under Tidal Action
Through the local scour test at bridge pier under tidal action in a long time series, this paper observes the growing trend of the deepest point of local scour at bridge pier under tidal conditions with different characteristic parameters, analyzes the impact of repeat sediment erosion and deposition in the scouring pit caused by reversing current on the development process of the scouring pit, and clarifies the relation between the tide and local scouring depth at bridge pier under steady flow conditions, so as to provide a scientific basis for bridge design and safe operation of estuary and harbor areas.
Research on Local Scour at Bridge Pier under Tidal Action
Wang Jianping (author)
2015
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Bridge Pier Scour under Flood Waves
Online Contents | 2010
|Bridge Pier Scour under Flood Waves
British Library Online Contents | 2010
|Probabilistic Approach to Local Bridge Pier Scour
British Library Online Contents | 1992
|Bridge Pier Scour Countermeasures
ASCE | 2007
|