TECHNICAL NOTES
Oct 1, 1993

Evaluation of von Karman's Constant from Integral Flow Parameters

Publication: Journal of Hydraulic Engineering
Volume 119, Issue 10

Abstract

Theory and data for turbulent flow in smooth pipes are employed to evaluate von Karman's constant from integral flow parameters. A set of equations for mean velocity and centerline velocity are derived from the equations of motion for steady, uniform turbulent flow in smooth pipes. An eddy‐viscosity closure is used that has a parabolic asymptotic form near the pipe wall and decays near the pipe centerline. The velocity equations depend on von Karman's constant k, a coefficient relating the bottom roughness parameter to the scale of the viscous sublayer β=(ν/u*)/z0, and a coefficient in the eddy‐viscosity decay term α. These constants are evaluated by fitting the model equations to velocity measurements from 10 high‐quality data sets. A narrowly constrained value, k=0.408±0.004 at 95% confidence, is obtained from mean velocity data as a function of Reynolds number. Mean velocity and centerline velocity data give α=3.34 and β=8.72 for the other two parameters. Examining the variation of k over ranges of Reynolds number reveals that k does not vary with Reynolds number to the accuracy of the measurements.

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Information & Authors

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 10October 1993
Pages: 1182 - 1190

History

Received: Oct 9, 1992
Published online: Oct 1, 1993
Published in print: Oct 1993

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Authors

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Charles E. Long
Res. Oceanographer, U.S. Army Engr. Wtrways. Experiment Stn., Coast. Engrg. Res. Ctr., Field Res. Fac., S.R. Box 271, Kitty Hawk, NC 27949
Patricia L. Wiberg
Asst. Prof., Dept. of Envir. Sci., Clark Hall, Univ. of Virginia, Charlottesville, VA 22903
Arthur R. M. Nowell
Prof., School of Oceanography, WB‐10, Univ. of Washington, Seattle, WA 98195

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