Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/81169
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dc.contributor.authorJian, Weien
dc.contributor.authorSim, Shawn Yishengen
dc.contributor.authorHuang, Zhenhuaen
dc.contributor.authorLo, Edmond Yat-Manen
dc.date.accessioned2015-12-18T02:03:41Zen
dc.date.accessioned2019-12-06T14:22:53Z-
dc.date.available2015-12-18T02:03:41Zen
dc.date.available2019-12-06T14:22:53Z-
dc.date.issued2015en
dc.identifier.citationJian, W., Sim, S. Y., Huang, Z., & Lo, E. Y.-M. (2015). Modelling of Solitary Wave Run-up on an Onshore Coastal Cliff by Smoothed Particle Hydrodynamics Method. Procedia Engineering, 116, 88-96.en
dc.identifier.issn1877-7058en
dc.identifier.urihttps://hdl.handle.net/10356/81169-
dc.description.abstractThe solitary wave run-up in the presence of an onshore coastal cliff is investigated using the Smoothed Particle Hydrodynamics (SPH) method. A composite topography made of a steep slope, a gentle beach and a steep coastal cliff was used in the experimental and numerical studies to represent real life scenarios. Comparison with laboratory measurements shows that the SPH model is able to capture the evolution and run-up of solitary waves for both non-breaking and slight breaking cases with reasonable accuracy.en
dc.format.extent9 p.en
dc.language.isoenen
dc.relation.ispartofseriesProcedia Engineeringen
dc.rights© 2015 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en
dc.subjectSPHen
dc.subjectTsunami run-upen
dc.subjectOnshore topographyen
dc.titleModelling of Solitary Wave Run-up on an Onshore Coastal Cliff by Smoothed Particle Hydrodynamics Methoden
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.contributor.schoolAsian School of the Environmenten
dc.contributor.researchMaritime Instituteen
dc.contributor.researchEarth Observatory of Singaporeen
dc.contributor.researchEarth Observatory of Singaporeen
dc.identifier.doi10.1016/j.proeng.2015.08.268en
dc.description.versionPublished versionen
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