Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/11865
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dc.contributor.authorCosta, EGA-
dc.contributor.authorSantiago, JAF-
dc.contributor.authorGodinho, LMC-
dc.contributor.authorMansur, WJ-
dc.date.accessioned2016-01-20T10:25:19Z-
dc.date.available2016-01-
dc.date.available2016-01-20T10:25:19Z-
dc.date.issued2016-
dc.identifier.citationEngineering Analysis with Boundary Elements, 62, pp. 44 - 56, (2016)en_US
dc.identifier.issn0955-7997-
dc.identifier.urihttp://www.sciencedirect.com/science/article/pii/S0955799715002076-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/11865-
dc.description.abstractIn this paper, the problem of acoustic wave propagation in a waveguide of infinite extent is modelled, taking into account constant depth in each section of the sea. Efficient numerical strategies in the frequency domain are addressed to investigate two-dimensional acoustic wave propagation in a shallow water configuration, considering a step in the rigid bottom and a flat free surface. The time domain responses are obtained by means of an inverse Fast Fourier Transform (FFT) of results computed in the frequency domain. The numerical approaches used here are based on the Boundary Element Method (BEM) and the Method of Fundamental Solutions (MFS). In the numerical models only the inclined or vertical interface between the sub-regions of different depth are discretized, as Green׳s functions that take into account the presence of free and rigid surfaces are used. These Green׳s functions are obtained either by eigenfunction expansion or by Ewald׳s method. A detailed discussion on the performance of these formulations is carried out, with the aim of finding an efficient numerical formulation to solve the step problem in shallow water.en_US
dc.format.extent44 - 56-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectBoundary ElementMethoden_US
dc.subjectMethod of Fundamental Solutionsen_US
dc.subjectGreen's functionsen_US
dc.subjectEwald's methoden_US
dc.subjectShallow wateren_US
dc.titleThree efficient numerical models to analyse the step problem in shallow wateren_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.enganabound.2015.09.005-
dc.relation.isPartOfEngineering Analysis with Boundary Elements-
pubs.notespublisher: Elsevier articletitle: Three efficient numerical models to analyse the step problem in shallow water journaltitle: Engineering Analysis with Boundary Elements articlelink: http://dx.doi.org/10.1016/j.enganabound.2015.09.005 content_type: article copyright: Copyright © 2015 Elsevier Ltd. All rights reserved.-
pubs.notespublisher: Elsevier articletitle: Three efficient numerical models to analyse the step problem in shallow water journaltitle: Engineering Analysis with Boundary Elements articlelink: http://dx.doi.org/10.1016/j.enganabound.2015.09.005 content_type: article copyright: Copyright © 2015 Elsevier Ltd. All rights reserved.-
pubs.publication-statusPublished-
pubs.publication-statusPublished-
pubs.volume62-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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