| 波长对桩基透空式防波堤透浪性的影响 |
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| 引用本文： | 柳玉良,荆昆,王海峰.波长对桩基透空式防波堤透浪性的影响[J].水运工程,2014(6):70-74. |
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| 作者姓名： | 柳玉良 荆昆 王海峰 |
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| 作者单位： | 海军工程设计研究院,北京 100070;中交天津港湾工程设计院有限公司,天津 300222;海军工程设计研究院,北京 100070 |
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| 摘 要： | 桩基透空式防波堤的透浪性主要受波浪水深条件、挡浪板入水深度、桩基结构布置等因素的影响,并且各种因素相互作用,较为复杂。结合两个实际工程的断面物模试验,着重分析了波长对防波堤透浪性的影响,试验结果对类似工程的设计具有较好的参考价值。
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| 关 键 词： | 桩基 波长 挡浪板 防波堤 透浪系数 |
Effect of wave length on wave permeability of cylinder-foundation breakwater |
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| LIU Yu-liang,JING Kun and WANG Hai-feng.Effect of wave length on wave permeability of cylinder-foundation breakwater[J].Port & Waterway Engineering,2014(6):70-74. |
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| Authors: | LIU Yu-liang JING Kun and WANG Hai-feng |
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| Institution: | Navy Engineering Design and Research Institute,Beijing 100070,China;CCCC Tianjin Port Engineering Institute Co.,Ltd.,Tianjin 300222,China;Navy Engineering Design and Research Institute,Beijing 100070,China |
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| Abstract: | Many factors influence the permeability of the cylinder-foundation breakwater,such as wave,depth of water,depth of manger board and structure arrangement of cylinder,etc.,which are very complicated.The effect of wave length on the permeability of breakwater is analyzed by two 2D physical model tests.The results may serve as reference for the design of harbor engineering. |
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