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dc.contributor.authorAggarwal, Ankit
dc.contributor.authorAlagan Chella, Mayilvahanan
dc.contributor.authorBihs, Hans
dc.contributor.authorPakzodi, Csaba
dc.contributor.authorArntsen, Øivind Asgeir
dc.date.accessioned2018-02-16T12:59:55Z
dc.date.available2018-02-16T12:59:55Z
dc.date.created2017-05-30T17:33:14Z
dc.date.issued2017
dc.identifier.isbn9788494690983
dc.identifier.urihttp://hdl.handle.net/11250/2485411
dc.description.abstractThe study of irregular wave field is complex due to its random hydrodynamic characteristics. Many experimental studies have been performed in the past to study irregular waves. However, numerical investigations are less time consuming and expensive as compared to the experimental studies. For a good validation of the numerical model, it is essential to reproduce the laboratory waves numerically. The reconstruction of the numerical irregular free surface elevation is necessary because the paddle signal for the wave-maker in experiments is unknown in most of the cases. It is quite challenging to reconstruct the time history of free surface elevation of irregular waves because of the random wave phases and wave periods. In the present work, a numerical investigation is performed using the open-source computational fluid dynamics (CFD) model REEF3D to test and validate the reconstruction of free surface profiles for irregular wave propagation. Two-dimensional irregular waves are generated by super-positioning of the regular wave components. In the current reconstruction approach, the free surface is reconstructed by representing the irregular free surface elevation as a summation of its Fourier components. First, the free surface reconstruction method is tested for irregular waves in a two-dimensional wave tank with constant water depth. The reconstructed free surface elevations shows a good match with the theoretical wave profiles. Further, the method is used to reconstruct the wave transformation over an impermeable fully submerged bar where the complex phenomena such as shoaling and wave breaking occur. The reconstructed numerical free surface elevations along the wave tank are compared with the experimental free surface elevations. The complex phenomena such as shoaling and breaking are represented with reasonable accuracy in the numerical model.nb_NO
dc.language.isoengnb_NO
dc.publisherInternational Center for Numerical Methods in Engineering (CIMNE)nb_NO
dc.relation.ispartofMARINE 2017 Computational Methods in Marine Engineering VII
dc.titleNumerical study of wave transformation using the free surface reconstruction methodnb_NO
dc.typeChapternb_NO
dc.description.versionacceptedVersionnb_NO
dc.identifier.cristin1472911
dc.relation.projectNorges forskningsråd: 246810nb_NO
dc.relation.projectNotur/NorStore: NN2620knb_NO
dc.description.localcodeThis chapter will not be available due to copyright restrictions (c) 2017 by International Center for Numerical Methods in Engineering (CIMNE)nb_NO
cristin.unitcode194,64,91,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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