| 斜向不规则波对斜坡堤堤头作用的试验研究 |
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| 引用本文： | 张华昌,董 胜,柳玉良,李玉龙.斜向不规则波对斜坡堤堤头作用的试验研究[J].水运工程,2013(4):20-24. |
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| 作者姓名： | 张华昌 董 胜 柳玉良 李玉龙 |
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| 作者单位： | 1. 海军工程设计研究院,山东青岛,266100
2. 中国海洋大学工程学院,山东青岛,266100 |
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| 摘 要： | 在物理模型试验的基础上,描述斜向不规则波对斜坡式防波堤堤头的作用形态,分析冲击波流的形成原因,找出不同波向所产生冲击波流的影响范围及对护面块体的影响,为同类工程的设计提供借鉴.
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| 关 键 词： | 斜坡式防波堤 堤头 物理模型试验 不同方向波浪 |
Action on head of rubble mound breakwater by oblique random waves |
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| ZHANG Hua-chang,DONG Sheng,LIU Yu-liang and LI Yu-long.Action on head of rubble mound breakwater by oblique random waves[J].Port & Waterway Engineering,2013(4):20-24. |
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| Authors: | ZHANG Hua-chang DONG Sheng LIU Yu-liang and LI Yu-long |
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| Institution: | Navy Engineering Design and Research Institute, Qingdao 266100, China;Ocean University of China, Qingdao 266100, China;Navy Engineering Design and Research Institute, Qingdao 266100, China;Navy Engineering Design and Research Institute, Qingdao 266100, China |
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| Abstract: | On the basis of a physical model test, the paper describes the action on the head of a rubble mound
breakwater exerted by the oblique random waves, analyzes how the shock wave-current happens, and finds out the influence scope and effects on the armor blocks. The results may serve as reference for similar project design. |
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| Keywords: | rubble mound breakwater dike head physical model test oblique random waves |
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