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跨江大桥主桥墩局部冲刷试验研究
引用本文:房世龙,杨国巍.跨江大桥主桥墩局部冲刷试验研究[J].南通航运职业技术学院学报,2010,9(4):64-68.
作者姓名:房世龙  杨国巍
作者单位:[1]南通航运职业技术学院交通工程系,江苏南通226010 [2]哈尔滨市水利规划设计研究院水利工程设计处,黑龙江哈尔滨150001
基金项目:南通市工程流体力学重点实验室建设项目
摘    要:文章采用正态动床概化模拟试验方法,对跨江大桥主桥墩周围的局部冲刷问题进行了试验研究。试验结果表明,冲刷坑的深度和范围与床面的地质条件、水深、流速、墩宽和墩形有密切关系。试验得出局部冲刷与流量的关系和最大冲刷深度,并提出了桥墩局部冲刷的防护措施。

关 键 词:桥墩  局部冲刷  正态动床概化模拟试验  最大冲刷深度

An Experimental Study of the Local Scour around Bridge Main Pier across a River
FANG Shi-long,YANG Guo-wei.An Experimental Study of the Local Scour around Bridge Main Pier across a River[J].Journal of Nantong Vocational & Technical Shipping College,2010,9(4):64-68.
Authors:FANG Shi-long  YANG Guo-wei
Institution:1.Dept.of Traffic Engineering,Nantong Vocational & Technical Shiping College,Nantong 226010,China; 2.Ha'erbin Hydropower Planning & Design Institute,Ha'erbin 150001,China)
Abstract:In the paper,a simulation experiment of generalized normal movable bed was conducted to investigate the local scour cross the river bridge pier.The results of study show that the depth and scope of the scour hole have a close relationship with the bed surface geological conditions,water depth,velocity,width and shape of the pier.In addition,the relationship between local scour and flow,and the maximum scour depth have been concluded,and the protective measures of local scour have been proposed as well.
Keywords:Pier  Local scour  Simulation experiment of generalized normal movable bed  Maximum scour depth
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