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Highly accurte prediction of the transformation of multi-directional waves reflected from coastal structures

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dc.contributor.authorLee, Changhoon-
dc.contributor.authorKim, Min kyun-
dc.contributor.authorLee, Jinwook-
dc.contributor.authorYoon, Sung bum-
dc.contributor.authorCho, Yong jun-
dc.date.accessioned2021-06-23T20:39:41Z-
dc.date.available2021-06-23T20:39:41Z-
dc.date.issued2007-00-
dc.identifier.issn0161-3782-
dc.identifier.urihttps://scholarworks.bwise.kr/erica/handle/2021.sw.erica/44208-
dc.description.abstractThis paper presents a technique to generate waves at oblique angles in finite difference numerical models in a rectangular grid system by using internal generation technique (Lee and Suh, 1998) along an arc-shaped line source. Tests were made for four different types of wave generation layouts. Quantitative experiments were conducted under the following conditions: the propagation of waves on a flat bottom, the combined refraction and shoaling of waves on a planar slope, and the diffraction of waves to a semi-infinite breakwater. Numerical experiments were conducted using the extended mild-slope equations of Suh et al. (1997). The fourth layout type consisting of two parallel lines connected to a semicircle showed the best solutions, especially for a small grid size. This technique is useful for the numerical simulation of irregular waves with broad-banded directional spectrum using conventional spectral wave models for the reasonable estimation of bottom friction and wave-breaking. © 2007 World Scientific Publishing Co. Pte. Ltd.-
dc.format.extent12-
dc.language영어-
dc.language.isoENG-
dc.publisherAmerican Society of Civil Engineers (ASCE)-
dc.titleHighly accurte prediction of the transformation of multi-directional waves reflected from coastal structures-
dc.typeArticle-
dc.publisher.location미국-
dc.identifier.doi10.1142/9789812709554_0369-
dc.identifier.scopusid2-s2.0-84873021640-
dc.identifier.bibliographicCitationProceedings of the Coastal Engineering Conference, pp 4398 - 4409-
dc.citation.titleProceedings of the Coastal Engineering Conference-
dc.citation.startPage4398-
dc.citation.endPage4409-
dc.type.docTypeConference Paper-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassscopus-
dc.subject.keywordPlusBreakwaters-
dc.subject.keywordPlusCrack propagation-
dc.subject.keywordPlusNumerical models-
dc.subject.keywordPlusCoastal structures-
dc.subject.keywordPlusDirectional spectra-
dc.subject.keywordPlusExtended mild slope equation-
dc.subject.keywordPlusInternal generation-
dc.subject.keywordPlusNumerical experiments-
dc.subject.keywordPlusPropagation of waves-
dc.subject.keywordPlusQuantitative experiments-
dc.subject.keywordPlusSpectral wave models-
dc.subject.keywordPlusCoastal engineering-
dc.identifier.urlhttps://www.worldscientific.com/doi/abs/10.1142/9789812709554_0369-
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COLLEGE OF ENGINEERING SCIENCES > DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING > 1. Journal Articles

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