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A Numerical Analysis of Fully Nonlinerar Waves Passing Submerged and Floating Breakwaters

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A time-independent finite-difference numerical scheme is developed to study the dynamic response of a submerged and a floating breakwater under the wave loading of a fully numerical force. The coupled surge, heave and pitch motion of a floating breakwater and the wave-structure interaction are included in the model. The numerical results are validated uses several bench mark studies and results available elsemlse. The wave reducing effect of a submerged and a floating breakwaters were analysis and discusse.

Identiferoai:union.ndltd.org:NSYSU/oai:NSYSU:etd-0214101-111447
Date14 February 2001
CreatorsChen, Pei-Hong
ContributorsChing-Jer Huang, Wen-Kai Weng, Rong-Zhong Xu, Bang -Fuh Chen
PublisherNSYSU
Source SetsNSYSU Electronic Thesis and Dissertation Archive
LanguageCholon
Detected LanguageEnglish
Typetext
Formatapplication/pdf
Sourcehttp://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0214101-111447
Rightsunrestricted, Copyright information available at source archive

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