Numerical modelling of coastal defences using the smoothed particle hydrodynamic method

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dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria Hidràulica, Marítima i Ambiental
dc.contributor	Universitat Politècnica de Catalunya. LIM/UPC - Laboratori d'Enginyeria Marítima
dc.contributor.author	Crespo, Alejandro
dc.contributor.author	Altomare, Corrado
dc.contributor.author	Rogers, Benedict D.
dc.contributor.author	Dominguez, Jose
dc.contributor.author	Gironella Cobos, Xavier
dc.date	2013
dc.identifier.citation	Crespo, A.J.C. [et al.]. Numerical modelling of coastal defences using the smoothed particle hydrodynamic method. A: International Conference on the Application of Physical Modelling to Port and Coastal Protection. "Book of proceedings of the 4th international conference on the application of physical modelling to port and coastal protection - Coastlab12". Ghent: 2013, p. 728-737.
dc.identifier.citation	978-9-09-027444-7
dc.identifier.uri	http://hdl.handle.net/2117/23032
dc.language.iso	eng
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Ports i costes
dc.subject	Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes numèrics
dc.subject	Coast defenses
dc.subject	Hydraulics--Mathematical models
dc.subject	Defenses costaneres
dc.subject	Hidràulica -- Models matemàtics
dc.title	Numerical modelling of coastal defences using the smoothed particle hydrodynamic method
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/conferenceObject
dc.description.abstract	The present paper reports the results of the application of the Smoothed Particle Hydrodynamics (SPH) method to model the wave run-up over an armour breakwater. The units that form the outer layer of the structure have been modelled in 3D to validate the response under wave attacks. The open-source GPU DualSPHysics code has been used because of its capability to simulate millions of particles required for an accurate modelling. The run-up heights have been computed and compared with empirical solutions. The results are in agreement with the ones obtained using literature formulae.

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