DONATE

IAHR Document Library


« Back to Library Homepage « Journal of Hydraulic Research 2005 Issue 4

Modified log-wake law for zero-pressure-gradient turbulent boundary layers

Author(s): Junke Guo; Pierre Y. Julien; Robert N. Meroney

Linked Author(s): junkeguo, Pierre Y. Julien

Keywords: Zero-pressure-gradient boundary layers; turbulence; logarithmic law; wake law; velocity profile; velocity distribution; skin friction

Abstract: This paper shows that the turbulent velocity profile for zero-pressure-gradient boundary layers is affected by the wall shear stress and convective inertia. The effect of the wall shear stress is dominant in the so-called overlap region and can be described by a logarithmic law in which the von Karman constant is about 0.4 while the additive constant depends on a Reynolds number. The effect of the convective inertia can be described by the Coles wake law with a constant wake strength about 0.76. A cubic correction term is introduced to satisfy the zero velocity gradient requirement at the boundary layer edge. Combining the logarithmic law, the wake law and the cubic correction produces a modified log-wake law, which is in excellent agreement with experimental profiles. The proposed velocity profile law is independent of Reynolds number in terms of its defect form, while it is Reynolds number dependent in terms of the inner variables. The modified log-wake law can also provide an accurate equation for skin friction in terms of the momentum thickness. Finally, by replacing the logarithmic law with van Driest's mixing-length model in which the damping factor varies with Reynolds number, the modified log-wake law can be extended to the entire boundary layer flow.

DOI: https://doi.org/10.1080/00221680509500138

Year: 2005

Copyright © 2024 International Association for Hydro-Environment Engineering and Research. All rights reserved. | Terms and Conditions