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Please use this identifier to cite or link to this item: http://scholars.ntou.edu.tw/handle/123456789/17813
DC FieldValueLanguage
dc.contributor.authorNishad, C. S.en_US
dc.contributor.authorVijay, K. G.en_US
dc.contributor.authorNeelamani, S.en_US
dc.contributor.authorChen, J. T.en_US
dc.date.accessioned2021-10-13T05:51:01Z-
dc.date.available2021-10-13T05:51:01Z-
dc.date.issued2021-10-01-
dc.identifier.issn0955-7997-
dc.identifier.urihttp://scholars.ntou.edu.tw/handle/123456789/17813-
dc.description.abstractIn this paper, wave scattering by an H-type porous barrier having nonlinear pressure drop boundary condition is analysed within the framework of small amplitude water wave theory. The H-type barrier is constructed using multiple thin (near zero thickness) rigid porous plates which are termed degenerate boundaries. The boundary value problem is solved using an iterative dual boundary element method. Different barrier configurations are analysed and compared to demonstrate the improved hydrodynamic performance of the H-type barrier. Further, the effect of porosity, relative spacing, the relative depth of submergence of the horizontal plate, wave steepness, and the rotation of the horizontal plate is investigated parametrically. Several results such as scattering coefficients (reflection, transmission, and energy-loss) and force coefficients (horizontal, vertical, and moment) are presented to understand the feasibility of the H-type barrier in real field applications. It is revealed that the increase in the structure porosity consistently increases the wave transmission, but reduces wave reflection, and force coefficients. Further, an increase in the relative spacing between the vertical barriers reduces the wave transmission by 20% without increasing the horizontal wave force but at the expense of increasing the vertical force coefficient in the shallow water regime. The results of this study are expected to be useful for the appropriate selection of different structure parameters to optimize the design.en_US
dc.language.isoEnglishen_US
dc.publisherELSEVIER SCI LTDen_US
dc.relation.ispartofENGINEERING ANALYSIS WITH BOUNDARY ELEMENTSen_US
dc.subjectThin porous barrier configurationsen_US
dc.subjectNonlinear pressure dropen_US
dc.subjectDual boundary element methoden_US
dc.subjectScattering and force coefficientsen_US
dc.titleDual BEM for wave scattering by an H-type porous barrier with nonlinear pressure dropen_US
dc.typejournal articleen_US
dc.identifier.doi10.1016/j.enganabound.2021.06.011-
dc.identifier.isiWOS:000683025400005-
dc.relation.journalvolume131en_US
dc.relation.pages280-294en_US
item.grantfulltextnone-
item.openairetypejournal article-
item.languageiso639-1English-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.fulltextno fulltext-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptDepartment of Harbor and River Engineering-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.deptCenter of Excellence for Ocean Engineering-
crisitem.author.deptBasic Research-
crisitem.author.orcid0000-0001-5653-5061-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCenter of Excellence for Ocean Engineering-
Appears in Collections:河海工程學系
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