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dc.contributor.authorSassetti Mendes, Lourenço
dc.contributor.authorLópez Lara, Javier 
dc.contributor.authorViseu, Maria Teresa
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2022-02-24T13:35:06Z
dc.date.available2022-02-24T13:35:06Z
dc.date.issued2021
dc.identifier.issn2073-4441
dc.identifier.urihttp://hdl.handle.net/10902/24055
dc.description.abstractABSTRACT: Spillway design is key to the effective and safe operation of dams. Typically, the flow is characterized by high velocity, high levels of turbulence, and aeration. In the last two decades, advances in computational fluid dynamics (CFD) made available several numerical tools to aid hydraulic structures engineers. The most frequent approach is to solve the Reynolds-averaged Navier?Stokes equations using an Euler type model combined with the volume-of-fluid (VoF) method. Regardless of a few applications, the complete two-phase Euler is still considered to demand exorbitant computational resources. An assessment is performed in a spillway offset aerator, comparing the two-phase volume-of-fluid (TPVoF) with the complete two-phase Euler (CTPE). Both models are included in the OpenFOAM® toolbox. As expected, the TPVoF results depend highly on the mesh, not showing convergence in the maximum chute bottom pressure and the lower-nappe aeration, tending to null aeration as resolution increases. The CTPE combined with the k?? SST Sato turbulence model exhibits the most accurate results and mesh convergence in the lower-nappe aeration. Surprisingly, intermediate mesh resolutions are sufficient to surpass the TPVoF performance with reasonable calculation efforts. Moreover, compressibility, flow bulking, and several entrained air effects in the flow are comprehended. Despite not reproducing all aspects of the flow with acceptable accuracy, the complete two-phase Euler demonstrated an efficient cost-benefit performance and high value in spillway aerated flows. Nonetheless, further developments are expected to enhance the efficiency and stability of this model.es_ES
dc.format.extent23 p.es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rightsAttribution 4.0 International. © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.es_ES
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.sourceWater 2021, 13, 21, 3092es_ES
dc.subject.otherSpillway aeratores_ES
dc.subject.otherAerationes_ES
dc.subject.otherCFDes_ES
dc.subject.otherTwo-phase Euleres_ES
dc.subject.otherVolume-of-fluides_ES
dc.subject.otherHydraulic structureses_ES
dc.titleDo the Volume-of-Fluid and the Two-Phase Euler Compete for Modeling a Spillway Aerator?es_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.3390/w13213092es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.3390/w13213092
dc.type.versionpublishedVersiones_ES


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Mostrar el registro sencillo

Attribution 4.0 International. © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.Excepto si se señala otra cosa, la licencia del ítem se describe como Attribution 4.0 International. © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.