TECHNICAL PAPERS
Feb 1, 1983

Two‐Dimensional Channel Flows over Rough Surfaces

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 2

Abstract

A single equation model for predicting the velocity distribution in bounded shear flow is presented. This equation predicts the velocity profile in the viscous sublayer, the buffer zone, the logarithmic or inertial zone, and the outer or wake region in conduit and channel flows provided that secondary or crossflow is weak or absent. The model has been verified using measured velocity profile data from several conduit and channel flows with different degrees of boundary roughness and with a range of gross flow Reynolds numbers.

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References

1.
Alonso, C. V., and Wang, S. Y., “Simulation of Local Scour and Fill in Sand Bed Streams,” Proceedings of the Third International Conference on Finite Elements in Water Resources, University of Mississippi, May, 1980, pp. 6.57–6.68.
2.
Batchelor, G. K., “Note on Free Turbulent Flows, with Special Reference to the Two‐Dimensional Wake,” Journal of the Aeronautical Sciences, Vol. 17, 1950, pp. 441–443.
3.
Bathurst, J. C., “Theoretical Aspects of Flow Resistance,” Proceedings of the International Workshop on Engineering Problems in the Management of Gravel‐Bed Rivers, Gregynog Hall, Newton, Powys, United Kingdom, June, 1980.
4.
Cebeci, T., and Chang, K. C., “Calculation of Incompressible Rough‐Wall Boundary Layer Flows,” Journal of the American Institute of Aeronautics and Astronautics, Vol. 16, No. 7, 1978, pp. 730–735.
5.
Cebeci, T., and Smith, A. M. O., Analysis of Turbulent Boundary Layers, Academic Press, New York, N.Y., 1974.
6.
Clauser, F. H., “The Turbulent Boundary Layer,” Advances in Applied Mechanics, Vol. 4, Academic Press, New York, N.Y., 1956, pp. 1–51.
7.
Coleman, N. L., “Bed Particle Reynolds Modeling for Fluid Drag,” Journal of Hydraulic Research, Vol. 17, No. 2, 1979, pp. 91–105.
8.
Coles, D., “The Law of the Wake in the Turbulent Boundary Layer,” Journal of Fluid Mechanics, Vol. 1, 1956, pp. 191–226.
9.
Deardorff, J. W., “A Numerical Study of Three‐Dimensional Turbulent Channel Flow at Large Reynolds Numbers,” Journal of Fluid Mechanics, Vol. 41, Part 2, 1970, pp. 453–480.
10.
Eckelmann, H., and Reichardt, H., “An Experimental Investigation in a Turbulent Channel Flow with a Thick Viscous Sublayer,” Proceedings of the Symposium on Turbulence in Liquids, University of Missouri‐Rolla, 1971, pp. 144–148.
11.
Eskinazi, S., and Yeh, H., “An Investigation on Fully Developed Turbulent Flows in a Curved Channel,” Journal of the Aeronautical Sciences, Vol. 23, No. 1, 1956, pp. 23–34, 75.
12.
Finley, P. J., Khoo, C. P., and Chin, J. P., “Velocity Measurements in a Thin Turbulent Water Layer,” La Houille Blanche, Vol. 21, No. 6, 1966, pp. 713–721.
13.
Grass, A. J., “Structural Features of Turbulent Flow Over Smooth and Rough Boundaries,” Journal of Fluid Mechanics, Vol. 50, Part 2, 1971, pp. 233–255.
14.
Hey, R. D., “Flow Resistance in Gravel‐Bed Rivers,” Journal of the Hydraulics Division, ASCE, Vol. 105, No. HY4, Apr., 1979, pp. 365–379.
15.
Kuelegan, G. H., “Laws of Turbulent Flow in Open Channels,” Journal of Research of the National Bureau of Standards, Vol. 21, 1938, pp. 707–741.
16.
Klebanoff, P. S., “Characteristics of Turbulence in a Boundary Layer with Zero Pressure Gradient,” National Advisory Council on Aeronautics Technical Note 3178, 1954.
17.
Launder, B. E., and Spalding, D. B., “The Numerical Computation of Turbulent Flows,” Computer Methods in Applied Mechanics and Engineering, Vol. 3, North‐Holland Publishing Co., Amsterdam, the Netherlands, 1974, pp. 269–289.
18.
McQuivey, R. S., “Summary of Turbulence Data from Rivers, Conveyance, Channels, and Laboratory Flumes,” United States Geological Survey, Open File Report, Water Resources Div., Bay St. Louis, Miss., July, 1972.
19.
Naot, D., Shavit, A., and Wolfshtein, M., “Numerical Calculation of Reynolds Stresses in a Square Duct with Secondary Flow,” Waerme und Stoffuebertragung, Vol. 7, 1974, pp. 151–161.
20.
Nikuradse, J., “Law of Flow in Rough Pipes,” Memorandum 1291, National Advisory Committee on Aeronautics Technical, Washington, D.C., 1950, 62 pp.
21.
Patel, V. C., and Head, M. R., “Some Observations on Skin Friction and Velocity Profiles in Fully Developed Pipe and Channel Flows,” Journal of Fluid Mechanics, Vol. 38, Part 1, 1969, pp. 181–201.
22.
Pierce, F. J., and Zimmerman, B. B., “Wall Shear Stress Inference from Two and Three Dimensional Turbulent Boundary Layer Velocity Profiles,” Journal of Fluids Engineering, American Society of Mechanical Engineers, Vol. 95, No. 1, 1973, pp. 61–67.
23.
Rotta, J. C., “Turbulent Boundary Layers in Incompressible Flow,” Progress in Aerospace Science, Vol. 2, Pergamon Press, Elmoford, N.Y., 1962, pp. 1–219.
24.
Van Driest, E. R., “On Turbulent Flow Near a Wall,” Journal of the Aeronautical Sciences, Vol. 23, 1956, pp. 1007–1011, 1036.
25.
Vanoni, V. A., “Transportation of Suspended Sediment by Water,” Transactions American Society of Civil Engineers, Vol. 111, 1946, pp. 67–133.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 2February 1983
Pages: 175 - 188

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Published online: Feb 1, 1983
Published in print: Feb 1983

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Authors

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Neil L. Coleman
Geologist, U.S. Dept. of Agr. Sedimentation Lab., P.O. Box 1157, Oxford, Miss. 38655
Carlos V. Alonso
Research Hydr. Engr., U.S. Dept. of Agr.‐Agr. Research Service, Federal Building, P.O. Box E, Ft. Collins, Colo. 80522

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