| 挡板式高桩码头透浪特性分析 |
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| 引用本文： | 贾玉成.挡板式高桩码头透浪特性分析[J].海岸工程,2009,28(1):1-8. |
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| 作者姓名： | 贾玉成 |
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| 作者单位： | 山东省中海水运工程有限公司,山东,烟台,264000 |
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| 摘 要： | 具有挡浪设施的高桩码头是国内近年来采用的一种新型水工结构型式，具有防浪、透流、防止泥沙回淤和造价低等优点。根据Wiebel、Kriebel等人的理论分析，结合东营港扩建工程码头的尺度参数，对挡板的透浪系数Kt的计算进行了推导，并与物理模型试验及现行规范进行了比较与讨论。
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| 关 键 词： | 挡浪设施 高桩码头 透浪特性 透浪系数 |
Analysis of Wave-transmission Characteristics of High-pile Wharf with Baffle |
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| JIA Yu-cheng.Analysis of Wave-transmission Characteristics of High-pile Wharf with Baffle[J].Coastal Engineering,2009,28(1):1-8. |
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| Authors: | JIA Yu-cheng |
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| Institution: | Shandong Zhonghai shipping Engineering Co.Ltd;Yantai 264000;China |
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| Abstract: | Hght-pile wharf with wave-block facilities is a new type of the hydraulic structure adopted interiorly in recent years.It has the advantages for wave-block,flow transmission,prevention from mud/sand deposit,and low-price.Based on the theory and analysis by Wiebel and Kriebel,the parameters for Dongying Port Extension Engineering Project are refered to derive and to calcnlate the wave-transmission coefficient Kt for the baffle.The resnlts from the calculation are compared with the physical model experimental... |
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| Keywords: | wave-block facilities high-pile wharf wave-transmission features wave-transmission coefficient |
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