Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/5222
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dc.contributor.authorBor Türkben, Aslı-
dc.contributor.authorSzabo-Meszaros, M.-
dc.contributor.authorVereide, K.-
dc.contributor.authorLia, L.-
dc.date.accessioned2024-03-30T11:21:34Z-
dc.date.available2024-03-30T11:21:34Z-
dc.date.issued2024-
dc.identifier.issn2073-4441-
dc.identifier.urihttps://doi.org/10.3390/w16050737-
dc.identifier.urihttps://hdl.handle.net/20.500.14365/5222-
dc.description.abstractCFD 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.sponsorshipSINTEF Industri; Norges Teknisk-Naturvitenskapelige Universitet, NTNU; NOK Foundation, NOK: 500000en_US
dc.language.isoenen_US
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)en_US
dc.relation.ispartofWater (Switzerland)en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectANSYS Fluenten_US
dc.subjectdischarge coefficienten_US
dc.subjectflow profileen_US
dc.subjectintakeen_US
dc.subjectOpenFOAMen_US
dc.subjectrectangular barsen_US
dc.subjectwater capture capacityen_US
dc.subjectComputational fluid dynamicsen_US
dc.subjectCost effectivenessen_US
dc.subjectSoftware testingen_US
dc.subjectThree dimensional computer graphicsen_US
dc.subjectWater levelsen_US
dc.subjectANSYS fluenten_US
dc.subjectDischarge coefficientsen_US
dc.subjectFlow profileen_US
dc.subjectFluentsen_US
dc.subjectIntakeen_US
dc.subjectOpenFOAMen_US
dc.subjectRectangular baren_US
dc.subjectThree-dimensional CFD modelen_US
dc.subjectWater captureen_US
dc.subjectWater capture capacityen_US
dc.subjectFlow patternsen_US
dc.titleApplication of Three-Dimensional CFD Model to Determination of the Capacity of Existing Tyrolean Intakeen_US
dc.typeArticleen_US
dc.identifier.doi10.3390/w16050737-
dc.identifier.scopus2-s2.0-85187417913en_US
dc.departmentİzmir Ekonomi Üniversitesien_US
dc.authorscopusid57203956151-
dc.authorscopusid57193790399-
dc.authorscopusid56368137200-
dc.authorscopusid55307835200-
dc.identifier.volume16en_US
dc.identifier.issue5en_US
dc.identifier.wosWOS:001183013100001en_US
dc.institutionauthor-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ2-
dc.identifier.wosqualityQ2-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.grantfulltextopen-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.openairetypeArticle-
crisitem.author.dept05.03. 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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