人民长江

• 论文 • 上一篇    下一篇

感潮河段大型桥梁营运期水下地形监测研究

杨程生 高正荣 唐晓春   

  • 出版日期:2016-07-28 发布日期:2016-07-28

Research on underwater topography monitoring of large bridges during operation in tidal reach

  • Online:2016-07-28 Published:2016-07-28

摘要: 桥梁基础冲刷是导致桥梁破坏的首要原因,因而有必要对营运期桥梁水下地形进行监测。以苏通大桥为例,对感潮河段大型桥梁营运期水下地形的监测目的、范围及方案做了详细的介绍。通过对桥区河床地形的多波束监测结果数据的处理和分析并建立桥区数字高程模型,经分析研究,能直观地反映出大桥桥墩基础的局部冲深、主墩周边和桥位区河床的冲淤变化规律。根据研究结果对大桥桥墩基础安全和桥区的河势变化趋势做出科学的预测,为大桥工程的安全运营和养护工作提供决策依据,同时还为相关科研工作提供重要的原型基础资料。

关键词: 多波束测深, 数字高程模型, 监测研究, 大型桥梁, 感潮河段

Abstract:

It is necessary to monitor underwater topography of large bridges during operation because the bridge girder scouring is the primary cause of the damage. And we should take effective measures to ensure the safety of the bridge girder. So, for Sutong Bridge, we introduced the underwater topography monitoring purposes, scope and scheme of large bridges during operation of tidal reach in detail. The varying pattern of erosion and deposition in riverbed of main girder surrounding and the bridge site area and scour depth could be directly reflected by analyzing data from multi-beam monitoring of riverbed topography and establishing digital elevation model in bridge area. We can make some scientific predictions for the safety of bridge girder and the variation trend of river regime in bridge area according to the research results, which could provide decision-making basis for safe operation and maintenance of large bridges and provide important basic information for relevant research work.

Key words: multibeam sounding system, digital elevation model, research of monitoring, large bridge girder, tidal reach