破碎波
断路器
防波堤
波高
膨胀
地质学
限制
海岸
冲浪区
瓦砾
断裂强度
机械
工程类
岩土工程
波传播
物理
海洋学
光学
电气工程
托卡马克
等离子体
机械工程
量子力学
材料科学
复合材料
出处
期刊:Journal of the Waterways and Harbors Division
[American Society of Civil Engineers]
日期:1969-05-01
卷期号:95 (2): 175-200
被引量:105
标识
DOI:10.1061/jwheau.0000631
摘要
Experiments on three-plane laboratory beaches show that plunging waves travel a horizontal distance of from four to eight times breaker height during the breaking process. This suggests that the potentially damaging effect of breaking waves may be spread over a significant horizontal distance. The experiments, as well as previously available data, show that breaker depth-to-height ratios for plunging waves decrease from above 1.3 to below 0.9 as beach slope increases, so that higher waves on steeper slopes may approach nearer to shore before breaking. The combined effect of breaker travel and breaker depth-to-height ratio is such that structures sited in shallow water on moderate or steep slopes can be subject to breaking wave heights significantly larger than the design heights computed according to accepted practice. The experimental results are consistent with a solitary wave description of oscillatory waves at breaking, if the breaker depths of oscillatory waves are appropriately defined, and they are consistent with the limiting heights of breaking waves measured on rubble-mound breakwaters.
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