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Experimental Study on Local Scour Around Bridge Piers in Tidal Current
引用本文:韩玉芳 陈志昌. Experimental Study on Local Scour Around Bridge Piers in Tidal Current[J]. 中国海洋工程, 2004, 18(4): 669-676
作者姓名:韩玉芳 陈志昌
作者单位:NanjingHydraulicResearchInstitute,Nanjing210029,China
摘    要:Local scour around a bridge pier is an important pm‘mneter for the design of a bridge. Compared with the local scour in a mono-directional current, the local scour in a tidal current has its unique characteristics. In this paper, several aspects of local scour around bridge piers in tidal current, including the scour development process, the plane form of a scour hole and the maximum scour depth, are studied through movable bed flume experiments.

关 键 词:局部冲刷 潮汐流动 桥墩 数学模型 强度设计

Experimental Study on Local Scour Around Bridge Piers in Tidal Current
HAN Yu-fang and CHEN Zhi-chang Nanjing Hydraulic Research Institute,Nanjing ,China. Experimental Study on Local Scour Around Bridge Piers in Tidal Current[J]. China Ocean Engineering, 2004, 18(4): 669-676
Authors:HAN Yu-fang   CHEN Zhi-chang Nanjing Hydraulic Research Institute  Nanjing   China
Affiliation:HAN Yu-fang 1 and CHEN Zhi-chang Nanjing Hydraulic Research Institute,Nanjing 210029,China
Abstract:Local scour around a bridge pier is an important parameter for the design of a bridge. Compared with the local scour in a mono-directional current, the local scour in a tidal current has its unique characteristics. In this paper, several aspects of local scour around bridge piers in tidal current, including the scour development process, the plane form of a scour hole and the maximum scour depth, are studied through movable bed flume experiments.
Keywords:bridge pier  local scour  tidal current
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