| 挡板透空码头水平波浪力计算方法的探讨 |
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| 引用本文： | 隋华,王文鼎,高晨.挡板透空码头水平波浪力计算方法的探讨[J].海岸工程,2009,28(3):20-26. |
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| 作者姓名： | 隋华 王文鼎 高晨 |
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| 作者单位： | 海军北海工程设计院,山东,青岛,266012 |
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| 摘 要： | 目前，对透空式高桩梁板码头的桩基和墩柱波浪力的计算，现行《海港水文规范》中有相应的公式，但对一侧增设挡浪板及上部结构构件的透空式高桩梁板码头水平波浪力的计算，规范并没有明确规定相应的计算公式。从挡板透空码头设计中水平波浪力的计算分析入手，说明挡板波浪力采用不同计算方法的差异性，并针对某设计工程进行了实例分析，通过相关文献、现行规范及物理模型试验等三种不同方法所得计算结果的比较，探讨一种适合挡板透空码头的水平波浪力的计算方法，供工程设计时参考。
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| 关 键 词： | 挡浪板 波浪力 透空码头 |
Dicussion on Calculation Methods for Horizontal Wave Force on a Permeable Wharf with Barrier |
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| SUI Hua,WANG Wen-ding,GAO Chen.Dicussion on Calculation Methods for Horizontal Wave Force on a Permeable Wharf with Barrier[J].Coastal Engineering,2009,28(3):20-26. |
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| Authors: | SUI Hua WANG Wen-ding GAO Chen |
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| Institution: | SUI Hua,WANG Wen-ding,GAO Chen (Naval Beihai Institute of Engineering Design,Qingdao 266012,China) |
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| Abstract: | Formulae for calculating wave force on pile base and frustum column of a permeable wharf which is built up of piles,girders,and plates are specified in Harbour Hydrological Specifications(abbr.specifications).If breakwater barriers have been addied to the single side of the wharf,the corresponding formulae for calculating the horizontal wave force on the barriers and the upper structure of the wharf are not specified in the specifications.To start in the paper with the horizontal wave force calculation and ... |
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| Keywords: | breakwater barrier wave force permeable wharf |
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