Three-dimensional investigations of wave overtopping on rubble mound structures |
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| Authors: | T Lykke Andersen HF Burcharth |
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| Institution: | Aalborg University, Department of Civil Engineering, Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark |
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| Abstract: | 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. |
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| Keywords: | Wave overtopping Rubble mound breakwater Wave obliquity Directional spreading Physical model tests |
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