Abstract
A previous paper from this laboratory presented measurements of turbulence that were made for water flowing over a wavy wall. The system was a 50 mm×600 mm rectangular channel for which the top wall was flat and the bottom wall was a train of sinusoidal waves with a wave length of 5 mm and a wave height of 0.50 mm. The Reynolds number, defined with the bulk velocity and the half-height of the channel, was 46,000. These conditions were such that a sand covered surface would be fully rough and characterized with a dimensionless sand roughness of k s +=104. The present paper presents measurements with Reynolds numbers of 11,000 and 3,200 for which the surface corresponds to the intermediate regime (k s +=22.4) and the hydraulically smooth regime (k s +=6.89). The measurements in the outer flow for k s +=22.4 differ from what is observed for k s +=104 in that the quadrant analysis of the Reynolds stress and the skewness coefficients for u i and v i are the same as found for flow over a flat boundary. Measurements of mean velocities, wall drag and turbulent intensities for k s +=6.89 are consistent with defining this surface as hydraulically smooth. Surprisingly the quadrant analysis of the Reynolds stress and measurements of the skewness factor for normal velocity fluctuations for k s +=6.89 are different from what is found for a flat surface. The contributions of quadrants 2 and 4 and their ratio are larger than what is found for a flat surface. Measurements for all three surfaces show smaller relative contributions for large wavenumber fluctuations. However, this is much more pronounced for k s +=6.89 and k s +=22.4.
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References
Benjamin TB (1959) Shearing flow over a wavy boundary. J Fluid Mech 6:161–205
Floryan JM (1997) Stability of wall-bounded shear layers in the presence of simulated distributed surface roughness. J Fluid Mech 335:29–55
Günther A, Papavassiliou DV, Warholic MD, Hanratty TJ (1998) Turbulent flow in a channel at a low Reynolds number. Exp Fluids 25:503–511
Hoyt JW, Sellin RHJ (2000) A comparison of tracer and PIV results in visualizing water flow around a cylinder close to the free surface. Exp Fluids 28:261–265
Ligrani PM, Moffat RJ (1986) Structure of transitionally rough and fully rough turbulent boundary layers. J Fluid Mech 162:69–98
Nakagawa S, Na Y, Hanratty TJ (2003) Influence of a wavy boundary on turbulence. I. Highly rough surface. Exp Fluids (in press)
Schlichting H (1979) Boundary-layer theory, 7th edn. McGraw-Hill, New York
Warholic MD (1997) Modification of turbulent channel flow by passive and additive devices. PhD thesis, University of Illinois
Teitel M, Antonia RA (1991) Comparison between a turbulent boundary layer and a turbulent duct flow. Exp Fluids 11:203–204
Zilker DP, Hanratty TJ (1979) Influence of the amplitude of a solid wavy wall on a turbulent flow. Part 2. Separated flows. J Fluid Mech 90:257–271
Acknowledgement
This work was supported by the National Science Foundation under Grant NSF CTS 98–06265.
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Nakagawa, S., Hanratty, T.J. Influence of a wavy boundary on turbulence.. Exp Fluids 35, 437–447 (2003). https://doi.org/10.1007/s00348-003-0682-1
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DOI: https://doi.org/10.1007/s00348-003-0682-1