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contributor authorO. G. Brown
contributor authorA. W. Marris
date accessioned2017-05-08T23:12:15Z
date available2017-05-08T23:12:15Z
date copyrightSeptember, 1963
date issued1963
identifier issn0098-2202
identifier otherJFEGA4-27251#377_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/95201
description abstractAn experimental study of turbulent flow in a plane curved channel of depth-to-width ratio 8:1 and mean radius-to-width ratio 1.83:1 by means of measured distributions of mean peripheral velocity and pressure and flow visualization methods using dye. It appears that due to the large depth-to-width ratio, the secondary flow, though appreciable, is apparent mainly in the end plate regions. Even so it has a pronounced effect on the flow near the inner (convex) wall. It appears that the sharp curvature is effective in quenching the turbulence of the entering rectilinear shear flow at the inner wall of the curved channel by causing a mean flow acceleration in this region. The study indicates that localized backflows can occur at the inner wall at the meeting of secondary and main flows under near-laminar conditions.
publisherThe American Society of Mechanical Engineers (ASME)
titleTurbulent Flow of Water in Plane Curved Channels of Finite Depth
typeJournal Paper
journal volume85
journal issue3
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.3656616
journal fristpage377
journal lastpage390
identifier eissn1528-901X
keywordsChannels (Hydraulic engineering)
keywordsTurbulence
keywordsWater
keywordsFlow (Dynamics)
keywordsPressure
keywordsFlow visualization
keywordsShear flow AND Quenching (Metalworking)
treeJournal of Fluids Engineering:;1963:;volume( 085 ):;issue: 003
contenttypeFulltext


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