2014
DOI: 10.1016/j.crme.2014.05.003
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Salient and smooth edge ramps inducing turbulent boundary layer separation: Flow characterization for control perspective

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Cited by 8 publications
(5 citation statements)
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“…as much as a 75 % reduction of its baseline value) for St A,min ≈ 0.25 to 0.35. St A,min corresponds to St L = St A L * R ≈ 0.45 to 0.55, which matches relatively well the natural shedding frequency of the separated shear layer, estimated at St L ≈ 0.53 to 0.66 by Debien et al [6]. For St A > St A,min , L * R increases once again, recovering its baseline value for St A ≈ 1.…”
Section: Flow Forcing and Its Effects On Scalingsupporting
confidence: 88%
See 1 more Smart Citation
“…as much as a 75 % reduction of its baseline value) for St A,min ≈ 0.25 to 0.35. St A,min corresponds to St L = St A L * R ≈ 0.45 to 0.55, which matches relatively well the natural shedding frequency of the separated shear layer, estimated at St L ≈ 0.53 to 0.66 by Debien et al [6]. For St A > St A,min , L * R increases once again, recovering its baseline value for St A ≈ 1.…”
Section: Flow Forcing and Its Effects On Scalingsupporting
confidence: 88%
“…Over the first half of the recirculation region, the separated shear layer seems to behave almost as a free shear layer [3]. Similarities include the value of its growth rate [4,5] as well as the presence of a convective instability ( [6,7], among others) reminding the convection of large-scale structures reported by Brown and Roshko [8] in free shear layers. Downstream of the reattachment point, the flow slowly relaxes to a new boundary layer [9].…”
Section: Introductionsupporting
confidence: 60%
“…In the case of the ramp with a sufficient inclination angle, the adverse pressure gradient generated promotes the flow separation. The location of the separation depends on the nature of the edge (Thacker et al 2012;Debien et al 2014). In the case of a model with a salient edge, the separation point is fixed at the ramp edge.…”
Section: Introductionmentioning
confidence: 99%
“…Of the geometries used, most fall in the range of L/W ∼ 1 (L/W = 0.98 in the current study). Exceptions were the studies by Debien et al (2014) and Lin (1992), whose values of L/W = 0.24 and 0.176, respectively, were due to a uniquely wide, 2 m, test section and a comparatively small ramp length, respectively. It is interesting to note that these two studies did not mention three-dimensional effects and the flows were treated in terms of two-dimensional terminology.…”
Section: Flow Separation Topographymentioning
confidence: 92%