Three-dimensional investigations of wave overtopping on rubble mound structures
Three-dimensional investigations of wave overtopping on rubble mound structures
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DOI：
10.1016/j.coastaleng.2008.03.007
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发表时间：
2009-02
影响因子：
4.4
通讯作者：
T. Andersen;H. Burcharth
中科院分区：
文献类型：
--
作者：
T. Andersen;H. Burcharth
为了研究波浪的相似性和方向性传播对斜坡堤越浪量的影响，在奥尔堡大学进行了736个三维模型试验。本文介绍和分析了这些试验的结果，提出了一个新的经验折减系数，用以描述波浪的连续性和定向扩展对平均越浪流量的影响。研究表明，垂直入射，长峰波的结果是保守的值的越浪流量的测试横截面。
To study the influence of wave obliquity and directional spreading on wave overtopping of rubble mound breakwaters a total of 736 three-dimensional model tests were carried out at Aalborg University. The results of these tests are presented and analysed in this paper yielding a new empirical reduction factor to describe the influence of wave obliquity and directional spreading on the average wave overtopping discharges. The study shows that perpendicularly incident, long-crested waves result in conservative values of the overtopping discharge for the tested cross-section.