摘要
为确定通过拟建大桥的船型,为桥区水域的疏浚提供技术依据,对长会口海湾大桥桥区水域(长会口嘴天然航道)的乘潮保证率进行计算和分析,构建计算模型,并对不同计算方法的结果进行比对。
To analysis cumulative frequency of high tide level on Weihai Gulf Bridge waters, it is conducive to determine the ship proposed bridge, but also provide technical basis for the dredging waters, thus further ensuring the bridge navigable waters security. In this paper, to calculation and analysis cumulative frequency of high tide level, building its model, as well as compared different methods of calculation results.
出处
《船海工程》
北大核心
2007年第6期83-85,共3页
Ship & Ocean Engineering
关键词
桥区水域
乘潮保证率
乘潮历时
bridge waters
cumulative frequency of high tide level,
cumulative time of high tide level