WAVE RUN-UP AND OVERTOPPING IN RUBBLE-MOUND BREAKWATERS UNDER OBLIQUE WAVE INCIDENCE
Maria Teresa Reis, João Alfredo Santos, C. J. E. M. Fortes, R. Lemos, Rita F. Carvalho, Reinhardt Pohl, Antje Bjornschein
Abstract
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Maria Teresa Reis, João Alfredo Santos, C. J. E. M. Fortes, R. Lemos, Rita F. Carvalho, Reinhardt Pohl, Antje Bjornschein
Abstract
Open-access reader
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
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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
Key concepts: Breakwater, Armour, Rubble, Oblique case, Geology, Range (aeronautics), Geotechnical engineering, Engineering