Full metadata record
DC FieldValueLanguage
dc.contributor.authorChiu, YFen_US
dc.contributor.authorKuo, YYen_US
dc.date.accessioned2019-04-02T05:59:27Z-
dc.date.available2019-04-02T05:59:27Z-
dc.date.issued1997-01-01en_US
dc.identifier.issn0890-5487en_US
dc.identifier.urihttp://hdl.handle.net/11536/149937-
dc.description.abstractIn previous and this studies it appears that the linear and nonlinear wave theory-can not accurately and easily predict the water particle velocities: Therefore, different from the theoretical considerations, in this study we have attempted to determine the transfer function empirically. Laboratory experiments were performed under various wave conditions. The empirical formulas of the transfer function of the wave height, angular frequency and water particle velocity were obtained on the basis of these test data by dimensional analysis and regression analysis. In intermediate and deep water depth conditions, the transfer function was only a function of a nondimensional parameter which is composed of the angular frequency, the depth of the velocity gauge under the still water level, water depth and the acceleration of gravity. Finally, the empirical formulas were compared with experimental data and observational data form present and Cavaleri's (1978) studies. The empirical formulas were found to be in sufficient correltion with these data.en_US
dc.language.isoen_USen_US
dc.subjectwater particle velocityen_US
dc.subjectempirical transfer functionen_US
dc.titleEstimation of water particle velocities by empirical transfer functionen_US
dc.typeArticleen_US
dc.identifier.journalCHINA OCEAN ENGINEERINGen_US
dc.citation.volume11en_US
dc.citation.spage393en_US
dc.citation.epage410en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000072166100004en_US
dc.citation.woscount0en_US
Appears in Collections:Articles