Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1012350
Title: Damage assessment in rubble-mound breakwaters under oblique wave incidence
Authors: Lemos, R.
Peña, E.
Santos, J. A.
Sande, J.
Figuero, A.
Alvarellos, A.
Laiño, E.
Reis, M. T. L. G. V.
Fortes, C. J. E. M.
Kerpen, N.B.
Keywords: Coastal structure;Stability;Surveying;Measuring techniques;Large scale experiments
Issue Date: Sep-2019
Publisher: EdiBios
Abstract: Regarding the stability of armour layers, several authors have proposed guidelines on how to consider the effects of oblique waves (e.g. Yu et al., 2002, Van Gent, 2014; Maciñeira & Burcharth, 2016). Especially for very oblique waves, for which the increase in stability is the largest, limited data are available. Under the scope of the HYDRALAB+ transnational access project “RODBreak”, an experiment that lasted for six weeks was conducted in a tank at the Marienwerden facilities of the Leibnitz Universitaet Hannover (LUH), involving seventeen people from seven different institutions from four European countries. Those experiments comprised measurements of sea waves, run-up, overtopping and armour layer damage. This paper will focus on damage evolution of the rubble-mound breakwater roundhead under oblique extreme wave conditions, on the novelty of the tests and on the advancements on knowledge of round head stability.
URI: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1012350
ISBN: 978-88-97181-73-6
Appears in Collections:DHA/NPE - Comunicações a congressos e artigos de revista

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