Full metadata record
DC FieldValueLanguage
dc.contributor.authorYUEH, CYen_US
dc.contributor.authorKUO, YYen_US
dc.date.accessioned2014-12-08T15:04:41Z-
dc.date.available2014-12-08T15:04:41Z-
dc.date.issued1993en_US
dc.identifier.issn0022-1686en_US
dc.identifier.urihttp://hdl.handle.net/11536/3170-
dc.description.abstractWave pressure reduction due to a submerged horizontal plate placed before a vertical wall was investigated both numerically as well as experimentally. Pressure-reduction due to the submerged plate for short period waves was clearly evident. For all the case studies, the optimal submergence depth was found to be equal to d = 0.20h rather than 0.45h, where h is the total water depth. However, at this depth, d = 0.20h, the pressure-reduction effect will vary according to wave conditions, the width of the plate, (l), and the distance of the plate away from the vertical wall (w). Furthermore, it was found that the wider the plates, the longer the waves that will be affected. Calculated reflection coefficients were found to be in satisfactory agreements with experiments for nonbreaking waves.en_US
dc.language.isoen_USen_US
dc.titleTHE NONLINEAR-WAVE EFFECTS BY A SUBMERGED HORIZONTAL PLATE TO THE VERTICAL WALLen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL OF HYDRAULIC RESEARCHen_US
dc.citation.volume31en_US
dc.citation.issue5en_US
dc.citation.spage651en_US
dc.citation.epage664en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1993MG55000007-
dc.citation.woscount1-
Appears in Collections:Articles