Zobrazeno 1 - 10
of 109
pro vyhledávání: '"Josep R. Medina"'
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 8, Iss 4, p 276 (2020)
The influence of parapets on crown walls of mound breakwaters on wave forces has not been extensively analyzed in the literature. In this study, numerical experiments were carried out using the open-source platform OpenFOAM® to evaluate the influenc
Externí odkaz:
https://doaj.org/article/0599285aeac64fe0af66ee9c79683052
Autor:
Josep R. Medina, César Vidal
Publikováno v:
Ingeniería del Agua, Vol 18, Iss 1, Pp 29-38 (2014)
This paper describes the evolution of design techniques applied to mound breakwaters as well as some key tools, equipment and construction techniques. The influence of the theoretical and laboratory research is analyzed in detail, from the pioneering
Externí odkaz:
https://doaj.org/article/19b3008b0ac843239f826ca7c0442213
Publikováno v:
Journal of Marine Science and Engineering, Vol 6, Iss 4, p 150 (2018)
Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests conducted in non-overtopping and non-breaking conditions. However, most of the breakwaters built around the world are located in breaking or partially-
Externí odkaz:
https://doaj.org/article/08a49569c8654a578fa52fa582904f43
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:
INTED2022 Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05ba7d98f5d4fbc2e64cc0e0d382c6aa
https://doi.org/10.21125/inted.2022.0350
https://doi.org/10.21125/inted.2022.0350
Publikováno v:
Ocean Engineering, 259
Armor erosion due to wave attack has been studied intensively since it is considered the main failure mode of mound breakwaters. Cube-armored mound breakwaters in depth-limited breaking wave conditions are common in practice but have received limited
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::419607be73d9375b5126f64c708c93f9
http://resolver.tudelft.nl/uuid:b31f4334-18c0-4f7c-9752-bf25303aae00
http://resolver.tudelft.nl/uuid:b31f4334-18c0-4f7c-9752-bf25303aae00
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] Sea level rise due to climate change, as well as social pressure to decrease the visual impact of coastal structures, have led to reduced crest freeboards, and this increases the overtopping hazard. In previous studies, pedestrian safety during
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::74402975a6357aa6288a8417ad00bf39
https://doi.org/10.1016/j.coastaleng.2020.103810
https://doi.org/10.1016/j.coastaleng.2020.103810
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] This study focuses on container vessel fuel consumption considering the wind conditions along the ship path in the liner route. Simple analytical and semi-empirical formulas are provided to estimate the total resistance force and the bunker cons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a1a7178f441d733ffe3fb973dd9de49f
https://hdl.handle.net/10251/176277
https://hdl.handle.net/10251/176277
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] Mound breakwaters are usually designed to limit the mean wave overtopping rate (q) or the maximum individual wave overtopping volume (V-max). However, rarely do studies focus on wave overtopping volumes on breakwaters in depth-limited breaking w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::36204b930411f558c0233b3a2df049a7
https://hdl.handle.net/10251/166268
https://hdl.handle.net/10251/166268