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直立式码头越浪量及排水系统试验研究
引用本文:李鑫丹,王震,王登婷,刘建军. 直立式码头越浪量及排水系统试验研究[J]. 水运工程, 2014, 0(9): 57-63
作者姓名:李鑫丹  王震  王登婷  刘建军
作者单位:1. 河海大学港口海岸与近海工程学院,江苏南京,210098
2. 南京水利科学研究院,江苏南京,210029
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。

关 键 词:有效波高  越浪量  排水系统  直立式码头

Test study on wave overtopping and drainage system of vertical wharf
LI Xin-dan,WANG Zhen,WANG Deng-ting and LIU Jian-jun. Test study on wave overtopping and drainage system of vertical wharf[J]. Port & Waterway Engineering, 2014, 0(9): 57-63
Authors:LI Xin-dan  WANG Zhen  WANG Deng-ting  LIU Jian-jun
Affiliation:College of Harbor Coastal and Offshore Engineering,Hohai University,Nanjing 210098,China;College of Harbor Coastal and Offshore Engineering,Hohai University,Nanjing 210098,China;Nanjing Hydraulic Research Institute,Nanjing 210029,China;Nanjing Hydraulic Research Institute,Nanjing 210029,China
Abstract:Based on the sectional and overall model test,we carry out a research on the wave overtopping and drainage system of vertical wharf and make comparative analysis of the significant wave height,wave overtopping and drainage 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.
Keywords:significant wave height  wave overtopping  drainage system  vertical wharf
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