Discussion of “Evaluation of Flow Resistance in Smooth Rectangular Open Channels with Modified Prandtl Friction Law” by Nian-Sheng Cheng, Hoai Thanh Nguyen, Kuifeng Zhao, and Xiaonan Tang
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Volume 138, Issue 3
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References
Giménez-Curto, L. A., and Corniero, M. A. (2007). “Accurate calculation of friction in tubes, channels, and oscillatory flow: A unified formulation.” J. Geophys. Res., 112, C02007.
Jones, O. C., Jr. (1976). “An improvement in the calculation of turbulent friction in rectangular ducts.” J. Fluids Eng., 98, 173–180.
McKeon, B. J., Swanson, C. J., Zagarola, M. V., Donnelly, R. J., and Smits, A. J. (2004). “Friction factors for smooth pipe flow.” J. Fluid Mech., 511, 41–44.
Millikan, C. B. (1938). “A critical discussion of turbulent flows in channels and circular tubes.” Proc., 5th Int. Congress on Applied Mechanics, J. P. den Hartog and H. Peters, eds., Wiley, New York, 386–392.
Prandtl, L. (1933). “Neuere ergebnisse der turbulenzforschung.” Zeitschrift des Vereins Deutscher Ingenieure VDI-Z, 77, 105–114.
Townsend, A. A. (1976). The structure of turbulent shear flow, 2nd Ed., Cambridge University Press, New York.
Tracy, H. J., and Lester, C. M. (1961). “Resistance coefficients and velocity distribution, smooth rectangular channel.” Paper No. 1592-A, Geological Survey Water-Supply.
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Published In
Journal of Hydraulic Engineering
Volume 138 • Issue 3 • March 2012
Pages: 306 - 307
Copyright
© 2012 American Society of Civil Engineers.
History
Received: May 11, 2011
Accepted: Sep 22, 2011
Published online: Feb 15, 2012
Published in print: Mar 1, 2012
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