WAVE OVERTOPPING OF BREAKWATERS UNDER OBLIQUE WAVES

Proceedings of the International Conference on Coastal Engineering

Peter Sloth¹  Jorgen Juhl¹ 

[1] Danish Hydraulic Institute

关键词: oblique waves;    overtopping;    breakwater;   

DOI  :  10.9753/icce.v24.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

A series of hydraulic model tests has been carried out in a wave basin with the aim of studying the effect of oblique waves on the wave overtopping of traditional rubble mound breakwaters without superstructure. The model tests concentrated on measuring the mean overtopping discharge for wave attacks varying from 0° (perpendicular to the structure) up to 50°. Analyses of the overtopping results were made with respect to the significant wave height, wave steepness, crest free board, crest width and angle of wave attack. The paper describes the influence of these parameters on the mean overtopping discharge for a traditional rubble mound breakwaters with an armour layer slope of 1:2.0.

【 授权许可】

Unknown