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dc.contributor.authorKUO, YYen_US
dc.contributor.authorCHIU, YFen_US
dc.date.accessioned2014-12-08T15:04:00Z-
dc.date.available2014-12-08T15:04:00Z-
dc.date.issued1994-05-01en_US
dc.identifier.issn0378-3839en_US
dc.identifier.urihttp://hdl.handle.net/11536/2506-
dc.description.abstractPredicting the wave height from the subsurface wave pressure based on the pressure response factor and the correction factor has fundamental difficulties. The relationship between the measured wave height and the subsurface wave pressure was directly assessed in this study without resorting to the two parameters. Laboratory experiments were performed under various wave conditions. An empirical expression of the transfer function between wave height and wave pressure was obtained from 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 pressure sensor under the still water level and the acceleration of gravity. Finally, the empirical expression was compared with the experimental data and observational data from Hom-ma et al. (1966), Cavaleri (1978), Lee and Wang (1984), and Bishop and Donelan (1987). The empirical formula was found to be in sufficient correlation with these data.en_US
dc.language.isoen_USen_US
dc.titleTRANSFER-FUNCTION BETWEEN WAVE HEIGHT AND WAVE PRESSURE FOR PROGRESSIVE WAVESen_US
dc.typeArticleen_US
dc.identifier.journalCOASTAL ENGINEERINGen_US
dc.citation.volume23en_US
dc.citation.issue1-2en_US
dc.citation.spage81en_US
dc.citation.epage93en_US
dc.contributor.department交大名義發表zh_TW
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentNational Chiao Tung Universityen_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1994NT97000005-
dc.citation.woscount21-
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