TECHNICAL NOTES
Nov 1, 1995

Lateral Shear in Wide Compound Duct

Publication: Journal of Hydraulic Engineering
Volume 121, Issue 11

Abstract

Two-stage open-channel flow is physically modeled using air as the working fluid in a straight, wide, smooth, closed duct of compound cross section. Time-averaged velocity and boundary shear-stress measurements are analyzed and presented in a form pertaining to the lateral shear-layer mechanism.

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References

1.
Ackers, P.(1992). “Hydraulic design of two-stage channels.”Proc., Water, Marit. and Energy, Instn. of Civ. Engrs., London, England, 96, 247–257.
2.
Brown, G. L., and Roshko, A.(1974). “On density effects and large structure in turbulent mixing layers.”J. Fluid Mech., 64(4), 775–816.
3.
Coles, D. E., and Hirst, E. A.(1969). “Computation of turbulent boundary layers—1968 AFOSR-IFP Stanford Conference.”Proc., 1968 Conf., Thermo Sci. Div., Stanford Univ., Stanford, Calif., 2, 47–54.
4.
McComb, W. D. (1990). The physics of fluid turbulence . Clarendon Press, Oxford, England, 407.
5.
Rhodes, D. G., and Knight, D. W.(1994). “Velocity and boundary shear in a wide compound duct.”J. Hydr. Res., 32(5), 743–764.
6.
Sellin, R. H. J.(1964). “A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain.”La Houille Blanche, Grenoble, France, 19(7), 793–802.
7.
Shiono, K., and Knight, D. W. (1988). “Two dimensional analytical solution for a compound channel.”Proc., 3rd Int. Symp. on Refined Flow Modelling and Turbulence Measurements, Int. Assoc. of Hydr. Res. (IAHR), Delft, The Netherlands.
8.
Zheleznyakov, G. V. (1965). “Relative deficit of mean velocity of instable river flow, kinematic effect in river beds with flood plains.”Proc., 11th IAHR Congr., Int. Assoc. of Hydr. Res. (IAHR), Fort Collins, Colo.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 121Issue 11November 1995
Pages: 829 - 832

History

Published online: Nov 1, 1995
Published in print: Nov 1995

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Authors

Affiliations

David G. Rhodes
Lect., School of Engineering and Applied Science, Cranfield Univ., RMCS Shrivenham, Swindon, SN6 8LA, U.K.
Donald W. Knight
Reader, School of Civ. Engrg., Univ. of Birmingham, Edgbaston, Birmingham, B15 2TT, U.K.

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