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dc.contributor.authorWU, YCen_US
dc.date.accessioned2014-12-08T15:05:24Z-
dc.date.available2014-12-08T15:05:24Z-
dc.date.issued1991en_US
dc.identifier.issn0022-1686en_US
dc.identifier.urihttp://hdl.handle.net/11536/3932-
dc.description.abstractBased on a two dimensional linear water wave theory, the boundary element method (BEM) is developed and applied to study the waves generated by a plunger-type wavemaker. The computational domain is truncated by introducing two auxiliary boundaries at three times wave length distance away from the wavemaker. Radiation condition is used along the auxiliary boundaries. The accuracy of the numerical technique is demonstrated by comparing numerical results with previously published results, experimental and other techniques. However the actual wave height is smaller in the experiments than predicted by numerical models. The discrepancy between predicted and observed wave height can be attributed to the effects of leakage of wave energy under the plunger-type wavemaker. In order to predict waves generated by plunger-type wavemaker accurately, the influence of leakage, under the plunger-type wavemaker, is included in the present study. The ratios between wave amplitude and stroke are established for two different conditions, with and without leakage. The agreement between the numerical solutions and laboratory data is quite good.en_US
dc.language.isoen_USen_US
dc.titleWAVES GENERATED BY A PLUNGER-TYPE WAVE-MAKERen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL OF HYDRAULIC RESEARCHen_US
dc.citation.volume29en_US
dc.citation.issue6en_US
dc.citation.spage851en_US
dc.citation.epage860en_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:A1991GY87200010-
dc.citation.woscount2-
Appears in Collections:Articles