摘要
通过断面及整体物理模型试验,分别研究直立式码头的越浪量和排水系统,并对有效波高、越浪量和排水系统进行对比分析,结果表明断面模型试验具有局限性,其测量结果普遍偏大,整体模型试验结果更贴近实际情况。根据整体模型试验测量结果,分析相对护轮坎顶超高及波浪入射方向对越浪量的影响,以及排水系统对越浪的控制,提出排水系统的优化方案,为工程设计提供参考。
Based on the sectional and overall model test, we carry out a research on the wave overtopping and drainage and drainage system of vertical wharf and make comparative analysis of the significant wave height, wave overtopping system, the results of which show that general measurement results of the sectional model test are larger than those of the overall model test, and the sectional model test has limitations while the overall model test tallies better with the actual situation. According to results of the overall model test, we analyze the influence of relative guard curbs freeboard and wave incident direction on the wave overtopping, and the control of wave overtopping on the drainage system, and propose the optimization scheme, which may serve as reference for the engineering design.
出处
《水运工程》
北大核心
2014年第9期57-63,70,共8页
Port & Waterway Engineering
关键词
有效波高
越浪量
排水系统
直立式码头
significant wave height
wave overtopping
drainage system
vertical wharf
