港珠澳大桥青州航道桥桥墩基础冲刷试验研究  

Experimental study on scouring of pier foundation of Qingzhou channel bridge

作　　者：高祥宇[1] 周伟 李书亮 段子冰[1] 高正荣[1] 俞竹青[1] GAO Xiangyu;ZHOU Wei;LI Shuliang;DUAN Zibing;GAO Zhengrong;YU Zhuqing(Nanjing Hydraulic Research Institute,Key Laboratory of Port,Waterway and Sedimentation Engineering of Ministry of Transport,Nanjing 210024,China;Changjiang Nanjing Waterway Bureau,Nanjing 210011,China;Hong Kong-Zhuhai-Macao Bridge Authority,Zhuhai 519060,China;National Observation and Research Station of Material Corrosion and Structural Safety of Hong Kong-Zhuhai-Macao Bridge in Guangdong Province,Zhuhai 519060,China)

机构地区：[1]南京水利科学研究院港口航道泥沙工程交通行业重点实验室,江苏南京210024 [2]长江南京航道局,江苏南京210011 [3]港珠澳大桥管理局,广东珠海519060 [4]广东港珠澳大桥材料腐蚀与工程安全国家野外科学观测研究站,广东珠海519060

出　　处：《海洋工程》2022年第4期26-33,43,共9页The Ocean Engineering

基　　金：国家重点研发计划资助项目(2019YFB1600700);交通运输行业重点科技项目(2019⁃MS1⁃011)。

摘　　要：桥墩基础冲刷是桥梁毁坏的重要因素,是桥梁基础设计的关键指标之一。目前国内外对于桥墩基础在复杂动力条件下冲刷深度的研究常采用物理模型试验方法,利用正态系列模型方法,在波流水槽中研究了水流、潮流和波流共同作用下青州航道桥索塔基础周围流态变化和局部冲刷特征。研究结果表明,桥墩最大冲刷深度和冲淤范围与水流流速、桥墩轴线与水流夹角和波浪等因素有关;在潮流最大流速和恒定流流速一致情况下,桥墩局部冲刷深度达到平衡后,将会达到与恒定流基本一致的最大冲深;波流共同作用下的最大冲刷深度比恒定流增加10%左右。设计桥墩形状在100年一遇水流和波浪共同作用下桥墩基础局部最大冲刷深度为13.7 m。Scour of pier foundation is one of the important factors in bridge damage and the key indexes of bridge foundation design.At present,physical model test is often used to study local scour of bridge pier under complex dynamic conditions.In this research,the normal series model method is used to study the flow regime change and local scour characteristics around the cable tower foundation of Qingzhou channel bridge under current,tidal current and the interaction of wave and current in a wave⁃current flume.The results show that the maximum scour depth and scour range are related to the flow velocity,the flow and pier angle and the wave;under the condition that the maximum current velocity is consistent with the constant current velocity,the maximum scour depth of the pier is basically consistent with that of the constant current after the local scouring is balanced;the maximum scour depth under the combined action of wave and current is about 10%higher than that of the constant current.The maximum local scour depth of the pier foundation is 13.7 m under the combined action of once⁃in⁃one⁃hundred⁃year water flow and waves.

关 键 词：港珠澳大桥 青州航道桥 桥墩基础 局部冲刷 波流共同作用 最大冲刷深度 

分 类 号：P753[交通运输工程—港口、海岸及近海工程] TV149[天文地球—海洋科学]