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dc.contributor.authorHuan-Wen
dc.contributor.authorLiu
dc.contributor.authorHeng
dc.contributor.authorLuo
dc.contributor.authorHui-Dan
dc.contributor.authorZeng
dc.date.accessioned2017-05-08T22:07:07Z
dc.date.available2017-05-08T22:07:07Z
dc.date.copyrightMay 2015
dc.date.issued2015
dc.identifier.other29474372.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/71698
dc.description.abstractIt is well known that, for a series of submerged artificial bars uniformly distributed in the coastal region parallel to the coastline, if the wavelength of the incident wave train is twice that of the bar distance, Bragg resonant reflection occurs. In this paper, three closed-form analytical solutions for linear long-wave reflection for bars with triangular shape, rectified cosinoidal shape, and idealized trapezoidal shape are presented. These analytical solutions show that the magnitude of the peak Bragg resonant reflection still depends on three bar parameters, which are the bar number, the dimensionless bar height, and the dimensionless bar width. Based on intensive analysis of the relations among these parameters, three sets of optimal curves to determine the optimal collocation of the three types of artificial bars are established, which may be very significant in the study of Bragg resonance and in the fundamental design of Bragg breakwaters.
dc.publisherAmerican Society of Civil Engineers
dc.titleOptimal Collocation of Three Kinds of Bragg Breakwaters for Bragg Resonant Reflection by Long Waves
dc.typeJournal Paper
dc.journal.volume141
dc.journal.issue3
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000278
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2015:;Volume ( 141 ):;issue: 003
dc.contenttypeFulltext


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