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dc.contributor.authorAna Mendonça
dc.contributor.authorConceição Juana Fortes
dc.contributor.authorRui Capitão
dc.contributor.authorMaria Graça Neves
dc.contributor.authorJosé Simão Antunes do Carmo
dc.contributor.authorTheo Moura
dc.date.accessioned2017-05-08T22:04:10Z
dc.date.available2017-05-08T22:04:10Z
dc.date.copyrightMay 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000174.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70410
dc.description.abstractAs a new alternative countermeasure to protect the coastal zone and to increase the surfing possibilities in the Leirosa area of Portugal, multifunctional artificial reefs were investigated numerically in this paper. The primary surfing parameters used in the design (i.e., breaker type, peel angle, wave height at breaking, and currents around the artificial reef) were analyzed. The reef functionality was also analyzed for coastal protection. Two reef geometries with different reef angles of 45 and 66° were tested, considering two design wave conditions (storm and common) and two tide levels (medium and low). Simulations show that both reef geometries are adequate for surfing, although the reef angle of 66° is more suitable for standard surfers, and the 45° angle is more adequate for advanced/professional surfers. A morphodynamic study should be carried out to analyze the efficiency of the artificial surf reef for coastal protection.
dc.publisherAmerican Society of Civil Engineers
dc.titleHydrodynamics around an Artificial Surfing Reef at Leirosa, Portugal
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue3
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000128
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 003
dc.contenttypeFulltext


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