摘要
本文基于江苏省连云港市赣榆区拟建设的一座客运码头开展潮流数值计算与泥沙回淤分析,模拟新建工程对秦山岛神路地貌的影响。同时,开展波浪数值模拟分析港内泊稳条件,结合试验结果对港湾的位置、口门朝向和防波堤的结构型式进行研究,结论可为相关工程提供依据。
Based on a passenger terminal to be constructed in Ganyu District, Lianyungang City, Jiangsu Province, tidal current numerical calculation and sedimentation analysis are conducted to simulate the impact on Godway terrain of Qinshan Island by the project construction. And the harbor berthing stability conditions are analyzed through wave numerical simulation. The experimental data are used to study harbor location, harbor entrance orientation and breakwater structure. The research results will provide a reference for similar projects.
作者
刘擎波
张红彪
Liu Qingbo;Zhang Hongbiao(CCCC First Harbor Consultants Co., Ltd., Tianjin 300222, China)
出处
《港工技术》
2019年第3期19-23,共5页
Port Engineering Technology
关键词
波浪数值模拟
口门朝向
泊稳条件
结构型式
wave numerical simulation
harbor entrance orientation
berthing stability conditions
structural type