Reynolds Number Versus Roughness Effects in the Princeton``Super-Pipe''Re-examined in the Context of Large Reynolds Number Asymptotics* (original) (raw)

Abstract

Tony Perry, et al. (J. Fluid Mech., v. 439, 2001) have recently contributed to the discussion concerning the reasons for systematic deviations with Re's (Reynolds numbers) in the Princeton ``Super-Pipe'' data. Perry et al. demonstrate that the deviation of the constant within the ``log-law'' is compatible with the ``Colebrook formula'' for transitionally rough pipes. Since the experiments were completed, Lex

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