Wall-drag measurements of smooth- and rough-wall turbulent boundary layers using a floating element
Woutijn J. Baars (University of Melbourne)
D. T. Squire (University of Melbourne)
K. M. Talluru (University of Melbourne, University of Sydney)
M. R. Abbassi (University of Melbourne)
N. Hutchins (University of Melbourne)
I. Marusic (University of Melbourne)
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Abstract
The mean wall shear stress, τ¯ w, is a fundamental variable for characterizing turbulent boundary layers. Ideally, τ¯ w is measured by a direct means and the use of floating elements has long been proposed. However, previous such devices have proven to be problematic due to low signal-to-noise ratios. In this paper, we present new direct measurements of τ¯ w where high signal-to-noise ratios are achieved using a new design of a large-scale floating element with a surface area of 3 m (streamwise) × 1 m (spanwise). These dimensions ensure a strong measurement signal, while any error associated with an integral measurement of τ¯ w is negligible in Melbourne’s large-scale turbulent boundary layer facility. Wall-drag induced by both smooth- and rough-wall zero-pressure-gradient flows are considered. Results for the smooth-wall friction coefficient, Cf≡ τ¯ w/ q∞, follow a Coles–Fernholz relation Cf=[1/κln(Reθ)+C]-2 to within 3 % (κ= 0.38 and C= 3.7) for a momentum thickness-based Reynolds number, Reθ> 15 , 000. The agreement improves for higher Reynolds numbers to <1 % deviation for Reθ> 38 , 000. This smooth-wall benchmark verification of the experimental apparatus is critical before attempting any rough-wall studies. For a rough-wall configuration with P36 grit sandpaper, measurements were performed for 10 , 500 < Reθ< 88 , 500 , for which the wall-drag indicates the anticipated trend from the transitionally to the fully rough regime.
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