Three-dimensional investigations of wave overtopping on rubble mound structures

被引：25

作者：

Andersen, T. Lykke ^{[1
]}

Burcharth, H. F. ^{[1
]}

机构：

[1] Univ Aalborg, Dept Civil Engn, DK-9000 Aalborg, Denmark

来源：

COASTAL ENGINEERING | 2009年 / 56卷 / 02期

关键词：

Wave overtopping; Rubble mound breakwater; Wave obliquity; Directional spreading; Physical model tests;

D O I：

10.1016/j.coastaleng.2008.03.007

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

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. (c) 2008 Elsevier B.V. All rights reserved.

引用

页码：180 / 189

页数：10

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