Flow around a cylinder surrounded by a permeable cylinder in shallow water

Basit Öğe Kaydı
dc.authorid0000-0001-9055-1508en_US
dc.contributor.authorÖzkan, Göktürk M.
dc.contributor.authorOruç, Vedat
dc.contributor.authorAkıllı, Hüseyin
dc.contributor.authorŞahin, Beşir
dc.date.accessioned2024-02-22T11:17:11Z
dc.date.available2024-02-22T11:17:11Z
dc.date.issued2012en_US
dc.departmentDicle Üniversitesi, Mühendislik Fakültesi, Makine Mühendisliği Bölümüen_US
dc.description.abstractThe change in flow characteristics downstream of a circular cylinder (inner cylinder) surrounded by an outer permeable cylinder was investigated in shallow water using particle image velocimetry technique. The diameter of the inner cylinder and the water height were kept constant during the experiments as d = 50 mm and h w = 25 mm, respectively. The depth-averaged free-stream velocity was also kept constant as U = 170 mm/s which corresponded to a Reynolds number of Red = 8,500 based on the inner cylinder diameter. In order to examine the effect of diameter and porosity of the outer cylinder on flow characteristics of the inner cylinder, five different outer cylinder diameters (D = 60, 70, 80, 90 and 100 mm) and four different porosities (β = 0.4, 0.5, 0.6 and 0.7) were used. It was shown that both porosity and outer cylinder diameter had a substantial effect on the flow characteristics downstream of the circular cylinder. Turbulent statistics clearly demonstrated that in comparison with the bare cylinder (natural case), turbulent kinetic energy and Reynolds stresses decreased remarkably when an outer cylinder was placed around the inner cylinder. Thereby, the interaction of shear layers of the inner cylinder has been successfully prevented by the presence of outer cylinder. It was suggested by referring to the results that the outer cylinder having 1.6 ≤ D/d ≤ 2.0 and 0.4 ≤ D/d ≤ 0.6 should be preferred to have a better flow control in the near wake since the peak magnitude of turbulent kinetic energy was considerably low in comparison with the natural case and it was nearly constant for these mentioned porosities β, and outer cylinder to inner cylinder diameter ratios D/d.en_US
dc.identifier.citationÖzkan, G.M., Oruç, V., Akıllı, H. ve Şahin, B. (2012). Flow around a cylinder surrounded by a permeable cylinder in shallow water. Experiments in Fluids, 53, 1751-1763.en_US
dc.identifier.doi10.1007/s00348-012-1393-2
dc.identifier.endpage1763en_US
dc.identifier.issn0723-4864
dc.identifier.issn1432-1114
dc.identifier.scopus2-s2.0-84874649779
dc.identifier.scopusqualityQ2
dc.identifier.startpage1751en_US
dc.identifier.urihttps://link.springer.com/article/10.1007/s00348-012-1393-2
dc.identifier.urihttps://hdl.handle.net/11468/13360
dc.identifier.volume53en_US
dc.identifier.wosWOS:000312074700010
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorOruç, Vedat
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofExperiments in Fluids
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_US
dc.subjectCircular-cylinderen_US
dc.subjectVortex formationen_US
dc.subjectSplitter-plateen_US
dc.subjectDynamicsen_US
dc.subjectWakesen_US
dc.titleFlow around a cylinder surrounded by a permeable cylinder in shallow wateren_US
dc.titleFlow around a cylinder surrounded by a permeable cylinder in shallow water
dc.typeArticleen_US

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