| 弧形防浪墙波浪力的试验研究 |
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| 引用本文： | 王颖,薛雷平,刘桦.弧形防浪墙波浪力的试验研究[J].水道港口,2007,28(2):81-85. |
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| 作者姓名： | 王颖 薛雷平 刘桦 |
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| 作者单位： | 上海交通大学,船舶海洋与建筑工程学院,上海,200240 |
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| 摘 要： | 在斜坡式防浪建筑物中,为满足越浪与稳定要求,减少工程投资,常在堤顶设置防浪墙。通过三分力天平对常用的直立式、不同墙底高程和墙高组合下的圆弧式防浪墙进行物理模型试验,直接测量作用其上的波浪力,分析不同形式下防浪墙的整体稳定性,讨论防浪墙形式引起的波浪力的变化关系。
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| 关 键 词： | 防浪墙 波浪力 三分力天平 物理模型试验 |
| 文章编号： | 1005-0081（2007）02-0081-05 |
| 修稿时间： | 2007-01-29 |
Experimental research of wave loads on arc crown wall |
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| WANG Ying,XUE Lei-ping,LIU Hua.Experimental research of wave loads on arc crown wall[J].Journal of Waterway and Harbour,2007,28(2):81-85. |
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| Authors: | WANG Ying XUE Lei-ping LIU Hua |
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| Institution: | Shanghai Jiao Tong University, Shanghai 200240, China |
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| Abstract: | Crown walls are often constructed on the top of sloping dike to meet the requirement of overtopping and stability and cut down costs of construction.Using a three-component balance,wave loads on crown walls are measured for the cases of different bottom elevations and wall height.Stability and overtopping of different types of arc crown walls are discussed.The characteristics of wave loads are analyzed. |
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| Keywords: | crown wall wave force three-component balance physical model test |
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