| 海堤护面型式对波浪爬高和越浪的影响 |
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| 引用本文： | 陈国平,周益人,琚烈红.海堤护面型式对波浪爬高和越浪的影响[J].水运工程,2005(10):28-30. |
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| 作者姓名： | 陈国平 周益人 琚烈红 |
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| 作者单位： | 1. 河海大学交通与海洋工程学院,江苏,南京,210098;南京水利科学研究院河港研究所,江苏,南京,210024
2. 南京水利科学研究院河港研究所,江苏,南京,210024 |
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| 基金项目： | 水利部科技创新项目（SCX2003-16） |
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| 摘 要： | 在海堤护面设计中,通常在满足稳定的基础上,还希望通过采用适当的护面型式来减少波浪的爬高和越浪量,以降低堤顶高程,减少工程造价。通过具体工程不同护面型式波浪爬高和越浪试验,提出斜坡上波浪爬高和越浪量不仅与护面类型有关,还与护面消浪结构所处位置有关,可供工程设计参考。
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| 关 键 词： | 海堤 护面型式 爬高 越浪 |
| 文章编号： | 1002-4972（2005）10-0028-03 |
| 收稿时间： | 2005-03-10 |
| 修稿时间： | 2005年3月10日 |
Influence of Protective Styles of Seawall on Wave Runup and Overtopping |
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| CHEN Guo-ping,ZHOU Yi-ren,JU Lie-hong.Influence of Protective Styles of Seawall on Wave Runup and Overtopping[J].Port & Waterway Engineering,2005(10):28-30. |
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| Authors: | CHEN Guo-ping ZHOU Yi-ren JU Lie-hong |
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| Institution: | 1. School of Transportation and Ocean Engineering, Hohai University, Nanjing 210098, China; 2. Nanjing Hydraulic Research Institute, Nanjing 210024, China |
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| Abstract: | In design of seawalls,different concrete blocks are usually used to protect the slopes and dissipate wave energy.In this paper,through a physical model test,runup on a slope and overtopping are measured for different protective structures of seawall.The results show that the runup and overtopping are not only related to the styles of protective structures,but also related to the location of protective structures.The conclusion may serve as a reference for engineering design. |
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| Keywords: | seaeall protective style runup overtopping |
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