摘要
本文在海图地形资料分析桥轴线附近的海床自然冲刷的基础上,利用多波束测深技术研究大桥主墩附近局部冲刷地形。结果表明,该大桥桥位附近地形冲刷较显著,且大桥主墩位置有持续冲刷的趋势;主墩上、下游群桩最大冲刷深度呈上游最深、中部淤积、下游渐深的不对称形态,最大局部冲刷深度为4m;桥墩整体冲刷坑形态呈南北"双肾型";潮流流向与桥墩迎流面存在偏南的入射角,使得各桥墩南侧的最大冲深和冲刷范围均大于北侧。
Based on analyzing the natural scour near the axis of the bridge by data of topographical, this paper used a multi-beam echo-sounding system to study local scour around bridge piers. The results showed that the axis of the bridge and the riverbed near main piers presents erosion evolutionary trend. Upstream the pier, there is a seri- us erosion while sediments deposit at the mid of pier. Downstream the pier, weak erosion is also found. The largest scour depth of the main pier is about 4 m. The local scour shape of the main pier looks like ＂double kidneys＂. The angle of ebb coming current is 10 degree, as well as the scour depth and scope on the south side of the main pier is larger than that on the north.
出处
《海洋学报》
CAS
CSCD
北大核心
2016年第9期118-125,共8页
基金
国家自然科学基金(41476075)
沿长江重大工程区地质环境综合调查(下游)子项目(12120115043101)
关键词
局部冲刷
双向流
多波束
桥墩
上海长江大桥
reversing tidal current
local scour
multi-beam echo sounder
bridge pier
Shanghai Yangtze River Bridge
