نمایش مختصر رکورد

dc.contributor.authorBabagoli Sefidkoohi, Rezaen_US
dc.contributor.authorshahidi, alien_US
dc.contributor.authorRamezani, Yousefen_US
dc.contributor.authorKahe, Mehdien_US
dc.date.accessioned1399-07-08T17:43:17Zfa_IR
dc.date.accessioned2020-09-29T17:43:17Z
dc.date.available1399-07-08T17:43:17Zfa_IR
dc.date.available2020-09-29T17:43:17Z
dc.date.issued2017-03-01en_US
dc.date.issued1395-12-11fa_IR
dc.date.submitted2016-05-08en_US
dc.date.submitted1395-02-19fa_IR
dc.identifier.citationBabagoli Sefidkoohi, Reza, shahidi, ali, Ramezani, Yousef, Kahe, Mehdi. (2017). Simulation of flow pattern in intake by using a numerical model. Water Harvesting Research, 2(1), 24-36. doi: 10.22077/jwhr.2017.593en_US
dc.identifier.issn2476-6976
dc.identifier.issn2476-7603
dc.identifier.urihttps://dx.doi.org/10.22077/jwhr.2017.593
dc.identifier.urihttp://jwhr.birjand.ac.ir/article_593.html
dc.identifier.urihttps://iranjournals.nlai.ir/handle/123456789/27683
dc.description.abstractLateral intake is a structure constructed next to a main channel to divert part of the flow within the channel. The separated area of the flow in the entrance of intake channel has no effect on flow discharge while reduces the effective cross-sectional area of the intake, as well as the bed load, which enters the intake due to low velocity flow deposits in this area. Thus, knowing the dimensions of the separated area at the intake channel entrance is particularly important. In this study, flow separation zone was calculated at the intake entrance of 90 degree in three depths of 3, 6, and 12 cm from the bottom of the channel for discharge ratios of 0.2 and 0.4, 0.6 and 0.8 in five turbulence models using three-dimensional Flow-3D model. In order to determine the accuracy of the model in predicting the dimensions of the separated areas, the obtained results were compared with the results of the physical model. Streamlines were drawn and dimensions of the separated areas were determined. In comparing results between the laboratory observations and the predicted ones by numerical model, Reynolds Normal Group model (RNG) had better predictions, with a correlation coefficient of 0.97, root mean square error of 3.16, and a mean absolute error of 2.3 cm, than other turbulence models.en_US
dc.format.extent2737
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_US
dc.publisherUniversity of Birjanden_US
dc.relation.ispartofWater Harvesting Researchen_US
dc.relation.isversionofhttps://dx.doi.org/10.22077/jwhr.2017.593
dc.subjectIntake 90°en_US
dc.subjectFlow patternen_US
dc.subjectTurbulence modelsen_US
dc.subjectFlow-3D numerical modelen_US
dc.subjectLaboratory observationsen_US
dc.titleSimulation of flow pattern in intake by using a numerical modelen_US
dc.typeTexten_US
dc.typeResearch Paperen_US
dc.contributor.departmentM.Sc. Graduate, Water Engineering Department, University of Birjanden_US
dc.contributor.departmentAssociate Professor, Water Engineering Department, University of Birjanden_US
dc.contributor.departmentAssistant Professor, Water Engineering Department, University of Birjanden_US
dc.contributor.departmentPh.D. Graduate, Hydraulic Structures Department, Shahid Chamran University of Ahvazen_US
dc.citation.volume2
dc.citation.issue1
dc.citation.spage24
dc.citation.epage36


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