Hydraulic Resistance of Flow in Channels with Cylindrical Roughness
Publication: Journal of Hydraulic Engineering
Volume 128, Issue 5
Abstract
A laboratory study on the hydraulics of flow in an open channel with circular cylindrical roughness is presented. The laboratory study consists of an extensive set of flume experiments for flows with emergent and submerged cylindrical stems of various sizes and concentrations. The results show that the flow resistance varies with flow depth, stem concentration, stem length, and stem diameter. The stem resistance experienced by the flow through the vegetation is best expressed in terms of the maximum depth-averaged velocity between the stems. Physically based formulas for flow resistance, the apparent channel velocity, and flow velocities in the roughness and surface layers are developed. The formulas are validated with the flume data from the present study as well as those from past studies. A method for calculating channel hydraulic conditions using these formulas is presented.
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References
Arcement, J., Schneider, G., and Verne, R. (1987). “Roughness coefficients for densely vegetated flood plains.” Water Resources Investigations, Rep. No. 83-4247, U.S. Geological Survey, 34 pp.
Blevins, R. D. (1984). Applied fluid dynamics handbook, Van Nostrand Reinhold, N.Y.
Fenzl, R. N. (1962). “Hydraulic resistance of broad shallow vegetated channels.” PhD thesis, University of California at Davis, Davis, Calif.
Kadlec, R. H.(1990). “Overland flow in wetlands: Vegetation resistance.” J. Hydraul Eng., 116(5), 691–706.
Klopstra, D., Barneveld, H. J., Van Noortwijk, J. M., and Van Velzen, E. H. (1997). “Analytical model for hydraulic roughness of submerged vegetation.” Proc., Theme A, 27th IAHR Congr., San Francisco, 775–780.
Kouwen, N., Unny, T. E., and Hill, H. M.(1969). “Flow retardance in vegetated channels.” J. Irrig. Drain. Div., 95(IR2), 329–357.
Kouwen, N., and Unny, T. E.(1973). “Flexible roughness in open channels.” J. Hydraul. Div., 99(HY5), 713–728.
Kutija, V., and Hong, H. T. M.(1996). “A numerical model for assessing the additional resistance to flow introduced by flexible vegetation.” J. Hydraul. Res., 34(1), 99–114.
Li, R. M., and Shen, H. W.(1973). “Effect of tall vegetations on flow and Sediment.” J. Hydraul. Div., 99(HY5), 793–814.
Manz, D. H., and Westhoff, D. R.(1988). “Numerical analysis of the effects of aquatic weeds on the performance of irrigation conveyance systems.” Can. J. Civ. Eng., 15, 1–13.
Morris, Jr., H. M.(1954). “Flow in rough conduits.” Trans. Am. Soc. Civ. Eng., 119, 373–410.
Petryk, S., and Bosmajian, G.(1975). “Analysis of flow through vegetation.” J. Hydraul. Div., 101(HY7), 871–884.
Powell, R. W.(1950). “Resistance to flow in rough channels.” Trans., Am. Geophys. Union, 31, 572–582.
Roberson, J. A., and Chen, C. K.(1970). “Flow in conduits with low roughness concentration.” J. Hydraul. Div., 96(HY4), 941–957.
Sayre, W. W., and Albertson, M. L.(1961). “Roughness spacing in rigid open channels.” J. Hydraul. Div., 87(HY3), 121–150.
Taylor, R. P., Coleman, H. W., and Hodge, B. K.(1985). “Prediction of turbulent rough-wall skin friction using a discrete element approach.” J. Fluids Eng., 107, 251–257.
Thompson, G. T., and Roberson, J. A.(1976). “A theory of flow resistance for vegetated channels.” Trans. ASAE, 19(2), 288–293.
Tsujimoto, T., and Kitamura, T. (1990). “Velocity profile of flow in vegetated-bed channels.” KHL Progressive Rep. No. 1, Kanazawa University, Japan.
Wessels, P. J., and Strelkoff, T.(1968). “Established surge on an impervious vegetated bed.” J. Irrig. Drain. Div., 94(IR1), 1–22.
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Copyright © 2002 American Society of Civil Engineers.
History
Received: Apr 27, 1999
Accepted: Sep 27, 2001
Published online: Apr 15, 2002
Published in print: May 2002
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