摘要
采用不规则波模拟现场波浪条件,对宁波港集装箱码头陆域围堤的抗浪性能进行了试验研究。确定了围堤各种典型断面形式在百年一遇潮位、风浪情况下的稳定情况,并针对可能发生的破坏提出了修改和优化方案,为设计和使用单位防风抗台提供了依据。
Adopting irregular waves to simulate field wave conditions, this paper carried out an experimental research on the wave resistance of shore border dike at the container pier of Ningbo Port, through which, stability situations of the border dike of various typical sections under the tide level, wind and wave appeared every 100 years were determined, and revising and optimizing schemes for dealing with possible destructions were proposed to provide a basis for wind protection and typhoon resistance.
出处
《水运工程》
北大核心
2004年第12期53-56,共4页
Port & Waterway Engineering
关键词
围堤
抗浪性能
研究
border dike
wave resistance
research
