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Experimental Study on Local Scour Around Bridge Piers in Tidal Current 被引量：13

Experimental Study on Local Scour Around Bridge Piers in Tidal Current
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摘要 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. 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.
作者 韩玉芳 陈志昌
机构地区 Nanjing Hydraulic Research Institute
出处 《海洋工程：英文版》 2004年第4期669-676,共8页 China Ocean Engineering
关键词 bridge pier local scour tidal current bridge pier local scour tidal current
分类号 U443.2 [建筑科学—桥梁与隧道工程]
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参考文献8

  • 1Breusers, H. N. C. and Nicollet, L, G., 1977. Local Scour Around Cylindrical Piers, Journal ofl'13cb'augic Research,IAHR, 15(3) : 211 - 252.
  • 2CHEN Guo-ping, ZUO Qi-hua and HUANG Hal-long, 2004. Local scour around piles under wave ation, China Ocean Engineering, 18(3) : 403 - 412.
  • 3Melville, B. W., 1997. Pier and Abutment Scour: Integrated Approach, Journal of Hydraulic Engimm'ing, ASCE, 123(2) : 125 - 136.
  • 4HAN Yu-fang and CHE Zhi-chang, 2002. Model Experiment about Local Scour around Tunnel Ventilation Shaft and Bridge Pier in the Project of Chongrning Passageway Cross River, Research Report of Nanjing Hydraulic Research Institute. (in Chinese).
  • 5Kandasamy, J. K. and Melville, B. W., 1998. Maximum Local Scour Depth at Bridge Piers and Ahmnents, Joumal of Hakagawa,H.,and Research, IAHR, 36(2) : 183 - 198.
  • 6Nakagawa, H., and Suzuki, K., 1976. Local Scour around Bridge Pier in Tidal Current, Coastal Engineering in Japan, 19, 89 - 100.
  • 7XIONG Shao-long, 2002. Research Book of Local Scour near Bridge Pier of Hangdum Bay Bridge in Prdiminary Design Stage, Research Report of Zhejiang Institute of Hydraulic & Estuary. (in Chinese).
  • 8ZHOU Yi-ren, and CHEN Guo-ping, 2004. Experiment Study on Local Scour Around a Large Circular Cylinder Under Irregular Waves, China Ocean Engineering, 18(2): 245-256.

同被引文献154

引证文献13

二级引证文献128

海洋工程：英文版
2004年 第4期

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