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pro vyhledávání: '"Gloria Argente"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 9, p 952 (2021)
Armor damage due to wave attack is the principal failure mode to be considered when designing conventional mound breakwaters. Armor layers of mound breakwaters are typically designed using formulas in the literature for non-overtopped mound breakwate
Externí odkaz:
https://doaj.org/article/0a3a2135bcb744368b313580e847c841
Publikováno v:
Journal of Marine Science and Engineering, Vol 6, Iss 4, p 143 (2018)
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in practice due to social concern about the visual impact of coastal structures and sea level rise due to climatic change. For overtopped mound breakwaters, t
Externí odkaz:
https://doaj.org/article/87b8d31ba6714177af35f7e403d8ba15
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
Journal of Marine Science and Engineering, Vol 9, Iss 952, p 952 (2021)
Journal of Marine Science and Engineering
Volume 9
Issue 9
instname
Journal of Marine Science and Engineering, Vol 9, Iss 952, p 952 (2021)
Journal of Marine Science and Engineering
Volume 9
Issue 9
[EN] Armor damage due to wave attack is the principal failure mode to be considered when designing conventional mound breakwaters. Armor layers of mound breakwaters are typically designed using formulas in the literature for non-overtopped mound brea
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] Mound breakwater design is evolving owing to rising sea levels caused by climate change and social concern regarding the visual impact of coastal structures. The crest freeboard of coastal structures tends to decrease while overtopping hazard in