Three-dimensional Investigations of Wave Overtopping on Rubble Mound Structures

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Abstrakt

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.
Udgivelsesdato: Feb
OriginalsprogEngelsk
TidsskriftCoastal Engineering
Vol/bind56
Udgave nummer2
Sider (fra-til)180-189
Antal sider10
ISSN0378-3839
DOI
StatusUdgivet - 2009

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