A note on “critical roughness height” and “transitional roughness”

作者: P. Bradshaw

DOI: 10.1063/1.870410

关键词:

摘要: An unrigorous but plausible analysis suggests that the concept of a critical roughness height, below which does not affect turbulent wall flow, is erroneous. The Oseen approximation implies effect on additive constant in logarithmic law should vary as square Reynolds number (specifically height “wall units”). This an important point determining whether surfaces used experiments at high unit can be regarded hydraulically smooth. Attention also called to qualitative difference between Nikuradse’s measurements friction factor pipe flow with uniform-size sand-grain “transitional” range and data correlation Moody chart 1944; latter was derived from tests miscellaneous real-life rough 1930s. Nearly all textbooks elementary fluid dynamics present, practically none discuss, this difference. m...

参考文章(13)
Hermann Schlichting, Boundary layer theory ,(1955)
J. Nikuradse, Laws of Flow in Rough Pipes ,(1950)
C F COLEBROOK, TURBULENT FLOW IN PIPES, WITH PARTICULAR REFERENCE TO THE TRANSITION REGION BETWEEN THE SMOOTH AND ROUGH PIPE LAWS. Journal of the Institution of Civil Engineers. ,vol. 11, pp. 133- 156 ,(1939) , 10.1680/IJOTI.1939.13150
Experiments with Fluid Friction in Roughened Pipes Proceedings of The Royal Society A: Mathematical, Physical and Engineering Sciences. ,vol. 161, pp. 367- 381 ,(1937) , 10.1098/RSPA.1937.0150
G. I. Barenblatt, Alexandre J. Chorin, Scaling of the intermediate region in wall-bounded turbulence: The power law Physics of Fluids. ,vol. 10, pp. 1043- 1044 ,(1998) , 10.1063/1.869788
D. R. Waigh, R. J. Kind, Improved Aerodynamic Characterization of Regular Three-Dimensional Roughness AIAA Journal. ,vol. 36, pp. 1117- 1119 ,(1998) , 10.2514/2.491
George Keith Batchelor, An Introduction to Fluid Dynamics ,(1967)
D. J. Tritton, Experiments on the flow past a circular cylinder at low Reynolds numbers Journal of Fluid Mechanics. ,vol. 6, pp. 547- 567 ,(1959) , 10.1017/S0022112059000829