1991
DOI: 10.1017/s0022112091002641
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Resistance of a grooved surface to parallel flow and cross-flow

Abstract: A study is undertaken of both parallel flow and cross-flow in the viscous sublayer generated by a fluid streaming along a grooved surface, with the aim of clarifying the phenomena that underlie the reduction of turbulent drag by such surfaces. A quantitative characterization of the effectiveness of different groove profiles in retarding secondary cross-flow is given in terms of the difference of two ‘protrusion heights’. Analytical calculations of limit cases and a boundary-element computer code for the analys… Show more

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Cited by 197 publications
(357 citation statements)
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References 8 publications
(7 reference statements)
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“…Finally, w rms is somewhat increased above y + = 10. Note that only the spanwise component w rms is damped in the riblets vicinity, in agreement with Luchini's vision of riblets as device impeding selectively the transverse over the longitudinal flow [14].…”
Section: Turbulent Statisticssupporting
confidence: 84%
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“…Finally, w rms is somewhat increased above y + = 10. Note that only the spanwise component w rms is damped in the riblets vicinity, in agreement with Luchini's vision of riblets as device impeding selectively the transverse over the longitudinal flow [14].…”
Section: Turbulent Statisticssupporting
confidence: 84%
“…The rib angle is α = 30 • and the height-over-width ratio is fixed to h rib /s rib = 0.5. This riblets design leads to a "protrusion height" of ∆ h ≈ 0.10s rib = 0.20h rib , a value which can be compared to the optimal limit ∆ h max ≈ 0.13s rib computed analytically by Luchni et al [14]. Further increasing our ∆ h requires to sharpen the riblets even more and would lead to technologically unfeasible design.…”
Section: Flow Configuration and Riblets Geometrymentioning
confidence: 70%
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“…If a curved meniscus happens to be a no-slip surface -that is, it has been immobilized by some means -then we are equivalently dealing with a corrugated no-slip wall with circulararc 'riblets', and it is more common then to refer to these effective slip lengths as protrusion heights (Bechert & Bartenwerfer 1989;Luchini, Manzo & Pozzi 1991). In the latter context, since the choice of the y-origin is arbitrary, the only physically significant quantity is the difference λ || − λ ⊥ , which is independent of the choice of y-origin, and quantifies how much a corrugated no-slip wall impedes a transverse shear relative to a longitudinal shear.…”
Section: Introductionmentioning
confidence: 99%