Show simple item record

contributor authorF. Durst
contributor authorS. Obi
contributor authorM. Founti
date accessioned2017-05-08T23:27:30Z
date available2017-05-08T23:27:30Z
date copyrightMarch, 1988
date issued1988
identifier issn0098-2202
identifier otherJFEGA4-27033#48_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104080
description abstractMeasurements and computations of the mean streamwise velocity and its fluctuations are reported for an arrangement of two similar fences mounted in tandem in fully developed channel flow. The influence of Reynolds number and blockage ratio, in terms of the size and location of the primary and secondary recirculation zones, were investigated. The flow field around each fence was found to be similar to one another as well as to the corresponding single fence flow, for Reynolds numbers (based on the fence height) of up to 100. For higher Reynolds numbers, the shear layer developing from the first fence was significantly disturbed by the second fence resulting in earlier transition and higher turbulence intensities. This effect was most evident in the measured differences of the recirculation lengths downstream of each fence.
publisherThe American Society of Mechanical Engineers (ASME)
titleExperimental and Computational Investigation of the Two-Dimensional Channel Flow Over Two Fences in Tandem
typeJournal Paper
journal volume110
journal issue1
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.3243509
journal fristpage48
journal lastpage54
identifier eissn1528-901X
keywordsChannel flow
keywordsReynolds number
keywordsFlow (Dynamics)
keywordsMeasurement
keywordsTurbulence
keywordsFluctuations (Physics)
keywordsShear (Mechanics) AND Computation
treeJournal of Fluids Engineering:;1988:;volume( 110 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record