Some statistical characteristics of large deepwater waves around the Korean Peninsula SCIE SCOPUS

DC Field Value Language
dc.contributor.author Suh, Kyung-Duck -
dc.contributor.author Kwon, Hyuk-Dong -
dc.contributor.author Lee, Dong-Young -
dc.date.accessioned 2020-04-20T08:40:39Z -
dc.date.available 2020-04-20T08:40:39Z -
dc.date.created 2020-01-28 -
dc.date.issued 2010-04 -
dc.identifier.issn 0378-3839 -
dc.identifier.uri https://sciwatch.kiost.ac.kr/handle/2020.kiost/4114 -
dc.description.abstract The relationship between significant wave height and period, the variability of significant wave period, the spectral peak enhancement factor, and the directional spreading parameter of large deepwater waves around the Korean Peninsula have been investigated using various sources of wave measurement and hindcasting data. For very large waves comparable to design waves, it is recommended to use the average value of the empirical formulas proposed by Shore Protection Manual in 1977 and by Coda in 2003 for the relationship between significant wave height and period. The standard deviation of significant wave periods non-dimensionalized with respect to the mean value for a certain significant wave height varies between 0.04 and 0.21 with a typical value of 0.1 depending upon different regions and different ranges of significant wave heights. The probability density function of the peak enhancement factor is expressed as a lognormal distribution, with its mean value of 2.14, which is somewhat smaller than the value in the North Sea. For relatively large waves, the probability density function of the directional spreading parameter at peak frequency is also expressed as a lognormal distribution. (C) 2009 Elsevier B.V. All rights reserved. -
dc.description.uri 1 -
dc.language English -
dc.publisher ELSEVIER SCIENCE BV -
dc.subject CAISSON BREAKWATERS -
dc.subject RELIABILITY-DESIGN -
dc.subject DIRECTION -
dc.subject SPECTRUM -
dc.title Some statistical characteristics of large deepwater waves around the Korean Peninsula -
dc.type Article -
dc.citation.endPage 384 -
dc.citation.startPage 375 -
dc.citation.title COASTAL ENGINEERING -
dc.citation.volume 57 -
dc.citation.number 4 -
dc.contributor.alternativeName 이동영 -
dc.identifier.bibliographicCitation COASTAL ENGINEERING, v.57, no.4, pp.375 - 384 -
dc.identifier.doi 10.1016/j.coastaleng.2009.10.016 -
dc.identifier.scopusid 2-s2.0-76949106510 -
dc.identifier.wosid 000276133800002 -
dc.type.docType Article -
dc.description.journalClass 1 -
dc.subject.keywordPlus CAISSON BREAKWATERS -
dc.subject.keywordPlus RELIABILITY-DESIGN -
dc.subject.keywordPlus DIRECTION -
dc.subject.keywordPlus SPECTRUM -
dc.subject.keywordAuthor Coastal structures -
dc.subject.keywordAuthor Design waves -
dc.subject.keywordAuthor Wave direction -
dc.subject.keywordAuthor Wave period -
dc.subject.keywordAuthor Wave spectrum -
dc.relation.journalWebOfScienceCategory Engineering, Civil -
dc.relation.journalWebOfScienceCategory Engineering, Ocean -
dc.description.journalRegisteredClass scie -
dc.description.journalRegisteredClass scopus -
dc.relation.journalResearchArea Engineering -
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