| 平面斜坡小波高各向破波压力试验研究 |
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| 引用本文： | 许光祥.平面斜坡小波高各向破波压力试验研究[J].水动力学研究与进展(A辑),2007,22(1):129-134. |
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| 作者姓名： | 许光祥 |
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| 作者单位： | 重庆交通大学河海学院,重庆,400074 |
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| 基金项目： | 交通部西部交通建设科技项目 |
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| 摘 要： | 与海洋相比,水库、湖泊等的风成浪波高一般较小。论文分析了现有计算平面斜坡破波压力方法的适用性,通过概化模型试验和数值分析,提出了平面斜坡在小波高波浪作用下的法向破波压力计算公式,公式结构简单,计算方便。并获得波浪冲击点各向破波压力基本相同、可遵循静水质点受压原则的结论。
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| 关 键 词： | 平面斜坡 小波高 各向破波压力 试验研究 静水压强 |
| 文章编号： | 1000-4874（2007）01-0129-06 |
| 修稿时间： | 2006-07-162006-10-28 |
Experiment study on multidirectional breaking wave pressure of small wave on bank slope |
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| XU Guang-xiang.Experiment study on multidirectional breaking wave pressure of small wave on bank slope[J].Journal of Hydrodynamics,2007,22(1):129-134. |
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| Authors: | XU Guang-xiang |
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| Affiliation: | School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074 |
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| Abstract: | Generally wind wave height in reservoirs and lakes is lower than that in oceans.Applicability of current calculation method of breaking wave pressure on bank slope was analyzed in this paper.Based on the generalized model experiment and numerical analysis,calculation formula of normal breaking wave pressure of small wave on bank slope was established in this paper.The expression of the formula is simple and easy to compute.It is concluded that multidirectional breaking wave pressure are almost the same and are all follow the static water pressure law. |
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| Keywords: | bank slope small wave multidirectional breaking wave pressure experiment study static water pressure |
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