2006
DOI: 10.1108/09615530610683520
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Firm structure of the separated turbulent shear layer behind modified backward‐facing step geometries

Abstract: PurposeOne major challenge in turbulent flow applications is to control the recirculation zone behind the backward‐facing step (BFS). One simple idea to do so is to modify the original BFS geometry, of course, without causing adverse or undesirable impacts on the original characteristics of the primary stream. The main objective of this work is to examine the solidity of the recirculation zone behind several different geometries which are slightly to moderately different from the original BFS geometry.Design/m… Show more

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Cited by 5 publications
(2 citation statements)
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References 32 publications
(48 reference statements)
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“…At the outlet boundary, it is supposed that the flow is fully developed and zero gradients are imposed there. The results are compared with the k-e solution of Sohn [36], k-e solution of Darbandi et al [37], and Kim's experiment [35]. References [36] and [37] employ 22 Â 16 nine-node quadrilateral elements (or 1485 nodes) and 12951 nodes, respectively, to discretize their 2D solution domains; however, the number of current nodes in the main plane is 13741.…”
Section: The Backward-facing Step (Bfs) Problemmentioning
confidence: 99%
See 1 more Smart Citation
“…At the outlet boundary, it is supposed that the flow is fully developed and zero gradients are imposed there. The results are compared with the k-e solution of Sohn [36], k-e solution of Darbandi et al [37], and Kim's experiment [35]. References [36] and [37] employ 22 Â 16 nine-node quadrilateral elements (or 1485 nodes) and 12951 nodes, respectively, to discretize their 2D solution domains; however, the number of current nodes in the main plane is 13741.…”
Section: The Backward-facing Step (Bfs) Problemmentioning
confidence: 99%
“…Streamwise velocity profiles in BFS problem at x/l = 1.33, 2.67, 5.33, and 6.22 and comparison with Kim[35], Sohn[36], and Darbandi et al[37].…”
mentioning
confidence: 93%