WAVE RUN-UP AND OVERTOPPING IN RUBBLE-MOUND BREAKWATERS UNDER OBLIQUE WAVE INCIDENCE
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How to Cite

Reis, M. T., Santos, J. A., Fortes, C. J., Lemos, R., Carvalho, R., Pohl, R., & Bjornschein, A. (2020). WAVE RUN-UP AND OVERTOPPING IN RUBBLE-MOUND BREAKWATERS UNDER OBLIQUE WAVE INCIDENCE. Coastal Engineering Proceedings, (36v), structures.23. https://doi.org/10.9753/icce.v36v.structures.23

Abstract

The existing data gaps triggered the interest in developing the present experimental work, whose main goal is to contribute to a new whole understanding of the phenomena to mitigate future sea level rise impacts in European coastal structures, including the run-up and overtopping characterization on rough and permeable slopes. The key point is to extend the range of wave steepness values in run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions and on their effects on a sloping breakwater's trunk armour and roundhead.

Recorded Presentation from the vICCE (YouTube Link): https://youtu.be/sHxoaocYuL0
https://doi.org/10.9753/icce.v36v.structures.23
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References

EurOtop (2007): Wave Overtopping of Sea Defences and related Structures – EurOtop Manual, Die Küste, issue 73, ISBN 978-3-8042-1064-6.

Santos et al. (2019): Data Storage Report. RODBreak - Wave run-up, overtopping and damage in rubble-mound breakwaters under oblique extreme wave conditions due to climate change scenarios. https://doi.org/10.5281/zenodo.3355657

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