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dc.contributor.authorCheng, Zhengshun
dc.contributor.authorSvangstu, Erik
dc.contributor.authorGao, Zhen
dc.contributor.authorMoan, Torgeir
dc.date.accessioned2019-02-15T08:51:23Z
dc.date.available2019-02-15T08:51:23Z
dc.date.created2018-11-02T15:03:46Z
dc.date.issued2018
dc.identifier.issn0733-950X
dc.identifier.urihttp://hdl.handle.net/11250/2585620
dc.description.abstractDue to the complex topography in a fjord, wave conditions differ from those of ocean waves. In this study, characteristics of wave conditions in the Bjørnafjorden in Hordaland County, Norway were thoroughly investigated based on field measurements. Bjørnafjorden is approximately 4,600 m wide and more than 500 m deep, with a complex hydrography and topography. Three Datawell Waveriders (DWRs, Datawell, Haarlem, Netherlands) were deployed to measure the wave data. Due to two ferry routes nearby, the measured raw data were found to be influenced by ship waves. Thus, a band-pass filter based on wavelet and inverse wavelet analyses was proposed and developed to detect and remove ship waves from raw data. The wave data analyzed were measured over approximately 19 months. The wave conditions measured by each DWR were characterized by several parameters, such as significant wave height, average zero upcrossing period, and dominant direction. The values of each wave parameter at each DWR usually differed, which indicates that the wave field in Bjørnafjorden is inhomogeneous. The statistical values of these parameters among the three DWRs were correlated to some extent. Their distribution could not be fitted by a suitable distribution function unless more data were available. The coherence among the three DWRs was fairly low.nb_NO
dc.language.isoengnb_NO
dc.publisherAmerican Society of Civil Engineersnb_NO
dc.titleField Measurements of Inhomogeneous Wave Conditions in Bjørnafjordennb_NO
dc.title.alternativeField Measurements of Inhomogeneous Wave Conditions in Bjørnafjordennb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.volume145nb_NO
dc.source.journalJournal of waterway, port, coastal, and ocean engineeringnb_NO
dc.source.issue1nb_NO
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000481
dc.identifier.cristin1626469
dc.relation.projectNorges forskningsråd: 223254nb_NO
dc.description.localcode© 2018. This is the authors' accepted and refereed manuscript to the article. The final authenticated version is available online at: http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000481nb_NO
cristin.unitcode194,64,20,0
cristin.unitnameInstitutt for marin teknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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