STABILITY OF RUBBLE MOUND SLOPES UNDER RANDOM WAVE ATTACK

J.W. van der Meer; K.W. Pilarczyk

doi:10.9753/icce.v19.176

No. 19 (1984), Conference Proceedings

No. 19 (1984)

STABILITY OF RUBBLE MOUND SLOPES UNDER RANDOM WAVE ATTACK

Conference Proceedings

https://doi.org/10.9753/icce.v19.176

Published 1984-01-29

J.W. van der Meer⁺⁻
K.W. Pilarczyk⁺⁻

J.W. van der Meer

Delft Hydraulics Laboratory

K.W. Pilarczyk

Delta Department, Rijkswaterstaat

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Keywords

wave attack
random wave
rubble mound breakwater
breakwater slope
breakwater stability

How to Cite

van der Meer, J., & Pilarczyk, K. (1984). STABILITY OF RUBBLE MOUND SLOPES UNDER RANDOM WAVE ATTACK. Coastal Engineering Proceedings, 1(19), 176. https://doi.org/10.9753/icce.v19.176

Abstract

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.

https://doi.org/10.9753/icce.v19.176

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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STABILITY OF RUBBLE MOUND SLOPES UNDER RANDOM WAVE ATTACK

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