Benchmark of computational hydraulics models for open-channel flow with lateral cavities

UDC.coleccionInvestigaciónes_ES
UDC.departamentoEnxeñaría Civiles_ES
UDC.endPage460es_ES
UDC.grupoInvEnxeñaría da Auga e do Medio Ambiente (GEAMA)es_ES
UDC.institutoCentroCITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civiles_ES
UDC.issue5es_ES
UDC.journalTitleJournal of Hydraulic Researches_ES
UDC.startPage441es_ES
UDC.volume62es_ES
dc.contributor.authorOuro, Pablo
dc.contributor.authorCea, Luis
dc.contributor.authorCroquer, Sergio
dc.contributor.authorDong, Wenhao
dc.contributor.authorGarcía-Feal, Orlando
dc.contributor.authorNavas Montilla, Adrián
dc.contributor.authorRogers, Benedict D.
dc.contributor.authorUchida, Tatsuhiko
dc.contributor.authorJuez, Carmelo
dc.date.accessioned2025-02-28T19:13:55Z
dc.date.available2025-02-28T19:13:55Z
dc.date.issued2024
dc.description.abstract[Abstract:] Computational models in hydro-environmental engineering are diverse in their background formulation and span from two-dimensional depth-averaged shallow water models, to complex fully three-dimensional turbulence models resolving large-eddy simulation with surface capturing techniques, and to Lagrangian particle-based methods. This paper presents a first-of-its-kind comparison of six different computational hydraulics fluid dynamics models, namely Iber+, HO-SWM, GBVC, OpenFOAM (RANS), Hydro3D (LES) and DualSPHysics (SPH), in the prediction of mean velocities and free-surface dynamics in two benchmarks involving open-channel flows with symmetric lateral cavities. Results show that shallow-water models capture relatively well the main large-scale coherent structures of the in-cavity flow, with wider shear layers compared to three-dimensional models, and higher velocities in the main channel. Three-dimensional RANS, LES and SPH yield improved predictions of mean velocities compared with experimental data. Computational cost has been quantified for all models with a logarithmic growth when increasing model complexity. The transverse standing wave is captured by most models, with the shallow-water ones matching the theoretical value, while the three-dimensional models overestimate it slightly.es_ES
dc.description.sponsorshipDr Ouro gratefully acknowledges the help of the Supercomputing Wales project, which is partially sponsored by the European Regional Development Fund (ERDF) via the Welsh Government. Some of the presented material has been supported by the Dame Kathleen Ollerenshaw Fellowship that Dr Ouro holds at the University of Manchester. Dr Navas-Montilla acknowledges the support of the Regional Government of Aragón (Computational Fluid Mechanics Group, T32_20R). Dr Juez was funded by the ERC-StG 2021 programme of the European union under grant agreement number 101039181-SEDAHEAD and by the Regional Government of Aragón (Geoenvironmental Processes and Global Change group, E02_23R). Dr García-Feal was supported by the postdoctoral fellowship ‘Juan de la Cierva’ (ref. JDC2022-048667-I), funded by MCIN/AEI/10.13039/50 1100011033 and the European Union ‘NextGenerationEU’/PRTR; by the Spanish Ministerio de Universidades under application 33.50.460A.752, by the European Union NextGenerationEU/PRTR through a contract Margarita Salas from the University of Vigo. Dr Croquer acknowledges Prof. Sébastien Poncet as well as the support of the SciNet HPC Consortium. SciNet is funded by Innovation, Science and Economic Development Canada, the Digital Research Alliance of Canada, the Ontario Research Fund: Research Excellence, and the University of Toronto.es_ES
dc.description.sponsorshipGobierno de Aragón; T32_20Res_ES
dc.description.sponsorshipGobierno de Aragón; E02_23Res_ES
dc.identifier.citationOuro, P., Cea, L., Croquer, S., Dong, W., Garcia-Feal, O., Navas-Montilla, A., … Juez, C. (2024). Benchmark of computational hydraulics models for open-channel flow with lateral cavities. Journal of Hydraulic Research, 62(5), 441–460. https://doi.org/10.1080/00221686.2024.2401905es_ES
dc.identifier.doi10.1080/00221686.2024.2401905
dc.identifier.urihttp://hdl.handle.net/2183/41293
dc.language.isoenges_ES
dc.publisherTaylor & Francises_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/EC/HE/101039181es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/ES/MICINN/JDC2022-048667-Ies_ES
dc.relation.urihttps://doi.org/10.1080/00221686.2024.2401905es_ES
dc.rightsAtribución-NoComercial-SinDerivadases_ES
dc.rights.accessRightsopen accesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectBenchmarkes_ES
dc.subjectComputational hydraulicses_ES
dc.subjectLarge-eddy simulationes_ES
dc.subjectLateral cavitieses_ES
dc.subjectReynolds-averaged Navier–Stokeses_ES
dc.subjectShallow water modeles_ES
dc.subjectSPHes_ES
dc.titleBenchmark of computational hydraulics models for open-channel flow with lateral cavitieses_ES
dc.typejournal articlees_ES
dspace.entity.typePublication
relation.isAuthorOfPublicationd914d106-6715-40cf-b743-1e240f37dc94
relation.isAuthorOfPublicationb3a961d8-cb6a-45d2-8973-b41bf99fc637
relation.isAuthorOfPublication.latestForDiscoveryd914d106-6715-40cf-b743-1e240f37dc94

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
CeaL_2024_Benchmark-of-computational_JoHR-62-5.pdf
Size:
3.84 MB
Format:
Adobe Portable Document Format
Description: