dc.contributor.authorLi, Jing
dc.contributor.authorLiu, Huaxing
dc.contributor.authorGong, Kai
dc.contributor.authorTan, Soon Keat
dc.contributor.authorShao, Songdong
dc.date.accessioned2013-08-15T06:03:02Z
dc.date.available2013-08-15T06:03:02Z
dc.date.copyright2011en_US
dc.date.issued2011
dc.identifier.citationLi, J., Liu, H., Gong, K., Tan, S. K.,& Shao, S. (2012). SPH modeling of solitary wave fissions over uneven bottoms. Coastal Engineering, 60, 261-275.en_US
dc.identifier.issn0378-3839en_US
dc.identifier.urihttp://hdl.handle.net/10220/13094
dc.description.abstractThe propagation of solitary wave in shallow water is investigated by using the Smoothed Particle Hydrodynamics (SPH) method. The present SPH model, which solves the weakly compressible Navier–Stokes equations and implements the wave absorbing scheme of Xu (2010) at downstream boundary, is first verified by the case of incident solitary wave propagating on a constant depth. A series of numerical experiments of solitary wave propagating over different bottom geometries are then conducted, which include the waves over a mild shelf or underwater steps with varied amplitude-depth ratios. The fission processes of both non-breaking and breaking solitary waves are discussed, numerical results of the free surface profiles and amplitude of the solitons show reasonable agreements with that of RANS model, as well as available experimental data. This paper demonstrates that the present method could reproduce the fission process with fairly good accuracy.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesCoastal engineeringen_US
dc.titleSPH modeling of solitary wave fissions over uneven bottomsen_US
dc.typeJournal Article
dc.contributor.researchMaritime Research Centreen_US
dc.contributor.researchNanyang Environment and Water Research Instituteen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.coastaleng.2011.10.006


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