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https://hdl.handle.net/20.500.14365/5222
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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Bor Türkben, Aslı | - |
dc.contributor.author | Szabo-Meszaros, M. | - |
dc.contributor.author | Vereide, K. | - |
dc.contributor.author | Lia, L. | - |
dc.date.accessioned | 2024-03-30T11:21:34Z | - |
dc.date.available | 2024-03-30T11:21:34Z | - |
dc.date.issued | 2024 | - |
dc.identifier.issn | 2073-4441 | - |
dc.identifier.uri | https://doi.org/10.3390/w16050737 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14365/5222 | - |
dc.description.abstract | CFD models of intakes in high-head hydropower systems are rare due to the lack of geometric data and cost of modeling. This study tests two different types of software to see how modeling can be performed in a cost-effective way with scarce input data and still have sufficient accuracy. The volume of fluid (VoF) model simulations are conducted using both ANSYS Fluent and OpenFOAM. The geometry is modelled from Google Earth satellite images, drone scanning data, and design drawings from the construction period and supported by field observations for extra quality control. From the model, both capacity parameters and flow pattern are calculated. For capacity, the (Formula presented.) factor is calculated and compared with the literature. The simulations are conducted for a Tyrolean weir with rectangular bars (flat steel) in the rack. Simulated flow patterns through the rack with ANSYS Fluent and OpenFOAM are compared. OpenFOAM simulations yielded 15% to 20% higher water levels compared to the VOF model applied in Ansys Fluent. Also, when the flow rate was high, the water capture capacity calculated with ANSYS Fluent was 10% higher than that obtained with OpenFOAM. However, considering the total simulation times, modeling with OpenFOAM offered approximately 11% faster results. © 2024 by the authors. | en_US |
dc.description.sponsorship | SINTEF Industri; Norges Teknisk-Naturvitenskapelige Universitet, NTNU; NOK Foundation, NOK: 500000 | en_US |
dc.language.iso | en | en_US |
dc.publisher | Multidisciplinary Digital Publishing Institute (MDPI) | en_US |
dc.relation.ispartof | Water (Switzerland) | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | ANSYS Fluent | en_US |
dc.subject | discharge coefficient | en_US |
dc.subject | flow profile | en_US |
dc.subject | intake | en_US |
dc.subject | OpenFOAM | en_US |
dc.subject | rectangular bars | en_US |
dc.subject | water capture capacity | en_US |
dc.subject | Computational fluid dynamics | en_US |
dc.subject | Cost effectiveness | en_US |
dc.subject | Software testing | en_US |
dc.subject | Three dimensional computer graphics | en_US |
dc.subject | Water levels | en_US |
dc.subject | ANSYS fluent | en_US |
dc.subject | Discharge coefficients | en_US |
dc.subject | Flow profile | en_US |
dc.subject | Fluents | en_US |
dc.subject | Intake | en_US |
dc.subject | OpenFOAM | en_US |
dc.subject | Rectangular bar | en_US |
dc.subject | Three-dimensional CFD model | en_US |
dc.subject | Water capture | en_US |
dc.subject | Water capture capacity | en_US |
dc.subject | Flow patterns | en_US |
dc.title | Application of Three-Dimensional CFD Model to Determination of the Capacity of Existing Tyrolean Intake | en_US |
dc.type | Article | en_US |
dc.identifier.doi | 10.3390/w16050737 | - |
dc.identifier.scopus | 2-s2.0-85187417913 | en_US |
dc.department | İzmir Ekonomi Üniversitesi | en_US |
dc.authorscopusid | 57203956151 | - |
dc.authorscopusid | 57193790399 | - |
dc.authorscopusid | 56368137200 | - |
dc.authorscopusid | 55307835200 | - |
dc.identifier.volume | 16 | en_US |
dc.identifier.issue | 5 | en_US |
dc.identifier.wos | WOS:001183013100001 | en_US |
dc.institutionauthor | … | - |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.identifier.scopusquality | Q2 | - |
dc.identifier.wosquality | Q2 | - |
item.cerifentitytype | Publications | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.grantfulltext | open | - |
item.fulltext | With Fulltext | - |
item.languageiso639-1 | en | - |
item.openairetype | Article | - |
crisitem.author.dept | 05.03. Civil Engineering | - |
Appears in Collections: | Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection |
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