STABILITY OF RUBBLE MOUND SLOPES UNDER RANDOM WAVE ATTACK

Proceedings of the International Conference on Coastal Engineering

K.W. Pilarczyk²  J.W. van der Meer¹ 

[1] Delft Hydraulics Laboratory;Delta Department, Rijkswaterstaat

关键词: wave attack;    random wave;    rubble mound breakwater;    breakwater slope;    breakwater stability;   

DOI  :  10.9753/icce.v19.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The objective of the present research project is to give new practical design formulae for rubble mound slopes under random wave attack. The study is based upon a series of model tests. More than two hundred tests have been performed in order to vary systematically all the relevant variables. The main shortcomings in Hudson-type formulae have been solved as a result of the present series of investigations. Stability formulae are given which include the influence of wave period, number of waves, armour grading, spectrum shape, groupiness of waves and the permeability of the core.

【 授权许可】

Unknown