نمایش مختصر رکورد

dc.contributor.authorAbdi Chooplou, Chonooren_US
dc.contributor.authorvaghefi, Mohammaden_US
dc.contributor.authorMeraji, Syyed Hameden_US
dc.date.accessioned1399-07-09T04:23:33Zfa_IR
dc.date.accessioned2020-09-30T04:23:33Z
dc.date.available1399-07-09T04:23:33Zfa_IR
dc.date.available2020-09-30T04:23:33Z
dc.date.issued2018-06-01en_US
dc.date.issued1397-03-11fa_IR
dc.date.submitted2018-04-17en_US
dc.date.submitted1397-01-28fa_IR
dc.identifier.citationAbdi Chooplou, Chonoor, vaghefi, Mohammad, Meraji, Syyed Hamed. (2018). Study of Streamlines under the Influence of Displacement of Submerged Vanes in Channel Width, and at the Upstream Area of a Cylindrical Bridge Pier in a 180 Degree Sharp Bend. Journal of Hydraulic Structures, 4(1), 55-74. doi: 10.22055/jhs.2018.25552.1071en_US
dc.identifier.issn2345-413X
dc.identifier.issn2345-4156
dc.identifier.urihttps://dx.doi.org/10.22055/jhs.2018.25552.1071
dc.identifier.urihttp://jhs.scu.ac.ir/article_13625.html
dc.identifier.urihttps://iranjournals.nlai.ir/handle/123456789/260574
dc.description.abstractIn this paper, submerged vanes were placed at the upstream area of a bridge pier located at the 90 degree angle. Then, using the laboratory equipment, a study of flow pattern was conducted throughout the bend, specifically around the pier and submerged vanes. ADV velocimeter was incorporated in order to help measure 3D velocity components. Submerged vanes were installed at distances of 40 and 60% of the channel width from the inner bank at the upstream area of the bridge; while the distance between the vanes and the pier (5 times the pier diameter) and the distance between the vanes themselves (3 times the pier diameter) were held constant during the experiments. The results demonstrated that moving the submerged vanes towards the outer bank created a vortex at a distance of 5 times the pier diameter from the center of the pier in upstream direction at a distance of 33% of the channel width from the inner bank at a height of 6.9 cm, equal to 30 times the flow depth from the bed.en_US
dc.format.extent3464
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_US
dc.publisherShahid Chamran University of Ahvazen_US
dc.relation.ispartofJournal of Hydraulic Structuresen_US
dc.relation.isversionofhttps://dx.doi.org/10.22055/jhs.2018.25552.1071
dc.subjectflow patternen_US
dc.subjectBridge pieren_US
dc.subjectSubmerged vanesen_US
dc.subjectVelocity Contoursen_US
dc.subject180 Degree Sharp Benden_US
dc.titleStudy of Streamlines under the Influence of Displacement of Submerged Vanes in Channel Width, and at the Upstream Area of a Cylindrical Bridge Pier in a 180 Degree Sharp Benden_US
dc.typeTexten_US
dc.typeResearch Paperen_US
dc.contributor.departmentDepartment of Civil Engineering , Persian Gulf University , Bushehr, Iran.en_US
dc.contributor.departmentDepartment of Civil Engineering , Persian Gulf University , Bushehr, Iran.en_US
dc.contributor.departmentDepartment of Civil Engineering , Persian Gulf University , Bushehr, Iran.en_US
dc.citation.volume4
dc.citation.issue1
dc.citation.spage55
dc.citation.epage74


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