Experimental and numerical analysis of weir structures in open channel flows

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dc.contributor.authorUlu, Ali Emre
dc.contributor.authorAydın, Mehmet Cihan
dc.contributor.authorÖnen, Fevzi
dc.date.accessioned2025-03-08T18:25:56Z
dc.date.available2025-03-08T18:25:56Z
dc.date.issued2021
dc.departmentDicle Üniversitesi
dc.description.abstractWeirs are important water structures used to hold water in dams and canals and to safely transfer water from upstream to downstream. Due to these features, these structures, which have been used for years, have many different designs. In this study, a rectangular labyrinth weir and an inclined-bed rectangular weir were studied experimentally and numerically. The weir geometries used in the experiment were produced in a 3D printer and transferred to the numerical simulation with the same dimensions. The discharge and discharge coefficients corresponding to five different upstream heights obtained from the experiment and numerical simulation were obtained and the data were compared.
dc.identifier.doi10.17678/beuscitech.1009482
dc.identifier.endpage59
dc.identifier.issn2146-7706
dc.identifier.issue2
dc.identifier.startpage51
dc.identifier.urihttps://doi.org/10.17678/beuscitech.1009482
dc.identifier.urihttps://hdl.handle.net/11468/30466
dc.identifier.volume11
dc.language.isoen
dc.publisherBitlis Eren Üniversitesi
dc.relation.ispartofBitlis Eren University Journal of Science and Technology
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_DergiPark_21250205
dc.subjectComputational fluid dynamics (CFD)
dc.subjectExperimental model
dc.subjectDischarge coefficient
dc.subjectInclined-bed
dc.subjectRectangular labyrinth
dc.titleExperimental and numerical analysis of weir structures in open channel flows
dc.typeArticle

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