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Wave overtopping simulations over coastal structures

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dc.contributor.authorPark, J.-C.-
dc.contributor.authorLee, B.-H.-
dc.contributor.authorHong, K.-Y.-
dc.date.accessioned2021-08-03T05:51:35Z-
dc.date.available2021-08-03T05:51:35Z-
dc.date.issued2008-
dc.identifier.issn1738-494X-
dc.identifier.issn1976-3824-
dc.identifier.urihttps://www.kriso.re.kr/sciwatch/handle/2021.sw.kriso/1394-
dc.description.abstractA large-eddy simulation (LES) model has been developed to investigate nonlinear wave run-up and overtopping. The Navier-Stokes equations are solved by using a finite differential algorithm, and the modified Marker-Density Function (MDF) technique (Miyata and Park, 1995) is employed for solving nonlinear free-surface motions. In order to evaluate the present model, three numerical simulations are presented: solitary wave run-up on a vertical wall, flow over a broad-crested weir, and regular waves overtopping a sloping seawall. The results are compared with data from experiments and other numerical models. ? 2008 The Korean Society of Mechanical Engineers and Springer-Verlag GmbH.-
dc.format.extent8-
dc.language영어-
dc.language.isoENG-
dc.titleWave overtopping simulations over coastal structures-
dc.typeArticle-
dc.publisher.location대한민국-
dc.identifier.doi10.1007/s12206-008-0304-1-
dc.identifier.scopusid2-s2.0-47149100315-
dc.identifier.bibliographicCitationJournal of Mechanical Science and Technology, v.22, no.6, pp 1222 - 1229-
dc.citation.titleJournal of Mechanical Science and Technology-
dc.citation.volume22-
dc.citation.number6-
dc.citation.startPage1222-
dc.citation.endPage1229-
dc.type.docTypeArticle-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscopus-
dc.description.journalRegisteredClasskci-
dc.subject.keywordAuthorLarge-eddy simulation (LES)-
dc.subject.keywordAuthorNon-linear free-surface motions-
dc.subject.keywordAuthorOvertopping-
dc.subject.keywordAuthorWave run-up-
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