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dc.contributor.authorCarla
dc.contributor.authorFaraci
dc.contributor.authorPietro
dc.contributor.authorScandura
dc.contributor.authorEnrico
dc.contributor.authorFoti
dc.date.accessioned2017-05-08T22:15:06Z
dc.date.available2017-05-08T22:15:06Z
dc.date.copyrightMarch 2015
dc.date.issued2015
dc.identifier.other39997059.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/75204
dc.description.abstractThis paper presents the results from several experiments aimed at determining the effectiveness of combined caissons with an internal rubble mound to dissipate incident sea wave energy. Techniques for assessing the reflection coefficient from wave tank data are discussed via a comparison between the established two- and three-probe methods and a new method using four probes. It is shown that obtaining reliable results for the incident and reflected waves requires the determinant of the linear system derived from the Fourier transform to be sufficiently greater than zero. This requirement was always satisfied for the three- and four-probe methods, but it was not always satisfied for the two-probe method. The experiments showed that the calculated reflection coefficient decreased when the ratio of the water depth,
dc.publisherAmerican Society of Civil Engineers
dc.titleReflection of Sea Waves by Combined Caissons
dc.typeJournal Paper
dc.journal.volume141
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000275
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2015:;Volume ( 141 ):;issue: 002
dc.contenttypeFulltext


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