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dc.contributor.authorLi, Zhenhao
dc.contributor.authorTang, Tianning
dc.contributor.authorLi, Yan
dc.contributor.authorDraycott, Samuel
dc.contributor.authorvan den Bremer, Ton S.
dc.contributor.authorAdcock, Thomas A. A.
dc.date.accessioned2023-02-02T12:55:28Z
dc.date.available2023-02-02T12:55:28Z
dc.date.created2022-12-06T11:19:41Z
dc.date.issued2022
dc.identifier.issn2198-6444
dc.identifier.urihttps://hdl.handle.net/11250/3048026
dc.description.abstractAbrupt changes in water depth are known to lead to abnormal free-surface wave statistics. The present study considers whether this translates into abnormal loads on offshore infrastructure. A fully non-linear numerical model is used which is carefully validated against experiments. The wave kinematics from the numerical model are used as input to a simple wave loading model. We find enhanced overturning moments, an increase of approximately 20%, occur over a distance of a few wavelengths after an abrupt depth transition. We observe similar results for 1:1 and 1:3 slopes. This increase does not occur in linear simulations.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleWave loads on ocean infrastructure increase as a result of waves passing over abrupt depth transitionsen_US
dc.typeJournal articleen_US
dc.typePeer revieweden_US
dc.description.versionpublishedVersionen_US
dc.rights.holderCopyright 2022 The Author(s)en_US
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode1
dc.identifier.doi10.1007/s40722-022-00269-4
dc.identifier.cristin2089318
dc.source.journalJournal of Ocean Engineering and Marine Energyen_US
dc.relation.projectNorges forskningsråd: 287389en_US
dc.identifier.citationJournal of Ocean Engineering and Marine Energy. 2022.en_US


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal