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dc.contributor.authorSalazar González, Fernando
dc.contributor.authorSan Mauro Saiz, Javier
dc.contributor.authorCeligueta Jordana, Miguel Ángel
dc.contributor.authorOñate Ibáñez de Navarra, Eugenio
dc.contributor.otherUniversitat Politècnica de Catalunya. Doctorat en Anàlisi Estructural
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-02-11T00:11:03Z
dc.date.available2020-06-08T00:26:21Z
dc.date.issued2020-01
dc.identifier.citationSalazar, F. [et al.]. Shockwaves in spillways with the particle finite element method. "Computational particle mechanics", Gener 2020, vol. 7, núm. 1, p. 87-99.
dc.identifier.issn2196-4386
dc.identifier.urihttp://hdl.handle.net/2117/177370
dc.descriptionThe final publication is available at Springer via http://dx.doi.org/10.1007/s40571-019-00252-1.
dc.description.abstractChanges in direction and cross section in supercritical hydraulic channels generate shockwaves which result in an increase in flow depth with regard to that for uniform regime. These disturbances are propagated downstream and need to be considered in the design of the chute walls. In dam spillways, where flow rates are often high, this phenomenon can have significant implications for the cost and complexity of the solution. It has been traditionally analysed by means of reduced-scale experimental tests, as it has a clear three-dimensional character and therefore cannot be approached with two-dimensional numerical models. In this work, the ability of the particle finite element method (PFEM) to reproduce this phenomenon is analysed. PFEM has been successfully applied in previous works to problems involving high irregularities in free surface. First, simple test cases available in the technical bibliography were selected to be reproduced with PFEM. Subsequently, the method was applied in two spillways of real dams. The results show that PFEM is capable of capturing the shockwave fronts generated both in the contractions and in the expansions that occur behind the spillway piers. This suggests that the method may be useful as a complement to laboratory test campaigns for the design and hydraulic analysis of dam spillways with complex geometries.
dc.format.extent13 p.
dc.language.isoeng
dc.publisherSpringer
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària::Embassaments i preses
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
dc.subject.lcshSpillways--Design and construction
dc.subject.otherParticle finite element method
dc.subject.otherSpillways
dc.subject.otherShockwaves
dc.titleShockwaves in spillways with the particle finite element method
dc.typeArticle
dc.subject.lemacSobreeixidors
dc.subject.lemacPreses (Enginyeria) -- Elements finits
dc.contributor.groupUniversitat Politècnica de Catalunya. GMNE - Grup de Mètodes Numèrics en Enginyeria
dc.identifier.doi10.1007/s40571-019-00252-1
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://link.springer.com/article/10.1007/s40571-019-00252-1
dc.rights.accessOpen Access
local.identifier.drac25298281
dc.description.versionPostprint (author's final draft)
local.citation.authorSalazar, F.; San Mauro, J.; Celigueta, M.A.; Oñate, E.
local.citation.publicationNameComputational particle mechanics
local.citation.volume7
local.citation.number1
local.citation.startingPage87
local.citation.endingPage99


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