Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1014203
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dc.contributor.authorMendes, L. S.pt_BR
dc.contributor.authorLara, J. L.pt_BR
dc.contributor.authorViseu, T.pt_BR
dc.contributor.editorJorge Matospt_BR
dc.contributor.editorSebastien Erpicumpt_BR
dc.contributor.editorAnton J. Schleisspt_BR
dc.date.accessioned2021-11-18T16:21:16Zpt_BR
dc.date.accessioned2021-12-10T11:52:23Z-
dc.date.available2021-11-18T16:21:16Zpt_BR
dc.date.available2021-12-10T11:52:23Z-
dc.date.issued2021-11-03pt_BR
dc.identifier.citationhttps://doi.org/10.3390/w13213092pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1014203-
dc.description.abstractSpillway 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–ω 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.pt_BR
dc.language.isoengpt_BR
dc.publisherMDPIpt_BR
dc.rightsopenAccesspt_BR
dc.subjectSpillway aeratorpt_BR
dc.subjectAerationpt_BR
dc.subjectCFDpt_BR
dc.subjectTwo-phase Eulerpt_BR
dc.subjectVolume-of-fluidpt_BR
dc.subjectHydraulic structurespt_BR
dc.titleDo the Volume-of-Fluid and the Two-Phase Euler Compete for Modeling a Spillway Aerator?pt_BR
dc.typearticlept_BR
dc.description.pages23ppt_BR
dc.description.commentsCopyright: © 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 (https:// creativecommons.org/licenses/by/ 4.0/).pt_BR
dc.description.volume13, 3092pt_BR
dc.description.sectorDHA/NREpt_BR
dc.description.magazinewaterpt_BR
dc.contributor.peer-reviewedSIMpt_BR
dc.contributor.academicresearchersSIMpt_BR
dc.contributor.arquivoSIMpt_BR
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