STABILITY OF RUBBLE MOUND BREAKWATERS WITH A BERM

Proceedings of the International Conference on Coastal Engineering

Ivo van der Werf¹  Gregory M. Smith¹  Marcel van Gent² 

[1] Deltares

关键词: coastal structures;    breakwaters;    rock slopes;    stability;    berm;    physical model tests;    design formula;   

DOI  :  10.9753/icce.v33.structures.10

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The stability of rock slopes with a horizontal berm has been studied by means of physical model tests. This paper is focussed on the rock slope stability of the slopes above and below the berm. By applying a berm the rock size can be reduced compared to the required rock size for a straight slope without a berm. This reduction can be significant for the slope above the berm. The influence of the slope angle (1:2 and 1:4), the width of the berm, the level of the berm, and the wave steepness have been investigated. Based on the test results prediction formulae have been derived to quantify the required rock size for rubble mound breakwaters with a berm.

【 授权许可】

Unknown