TECHNICAL NOTES
Jul 1, 2005

Reynolds Stress and Bed Shear in Nonuniform Unsteady Open-Channel Flow

Publication: Journal of Hydraulic Engineering
Volume 131, Issue 7

Abstract

Expressions for the Reynolds stress and bed shear stress are developed for nonuniform unsteady flow in open channels with streamwise sloping beds, assuming universal (logarithmic) velocity distribution law and using the Reynolds and continuity equations of two-dimensional open-channel flow. The computed Reynolds stress distributions are in agreement with experimental data.

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References

Cardoso, A. H., Graf, W. H., and Gust, G. (1991). “Steady gradually accelerating flow in a smooth open channel.” J. Hydraul. Res., 29(4), 525–543.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Dey, S. (1999). “Sediment threshold.” Appl. Math. Model., 23(5), 399–417.
Dey, S., and Debnath, K. (2001). “Sediment pick-up on streamwise sloping beds.” J. Irrig. Drain. Eng., 127(1), 39–43.
Dey, S., Dey Sarker, H. K., and Debnath, K. (1999). “Sediment threshold under stream flow on horizontal and sloping beds.” J. Eng. Mech., 125(5), 545–553.
Graf, W. H., and Song, T. (1995). “Bed-shear stress in nonuniform and unsteady open-channel flows.” J. Hydraul. Res., 35(5), 699–704.
Kironoto, B., and Graf, W. H. (1995). “Turbulence characteristics in rough nonuniform open-channel flow.” Proc. Inst. Civ. Eng., Waters. Maritime Energ., 112, 316–348.
Nezu, I., Kadota, A., and Nakagawa, H. (1994). “Turbulence structure in accelerating and decelerating open-channel flows with laser Doppler anemometers.” Proc., 9th Cong. APD-IAHR, Singapore, 413–420.
Nezu, I., Kadota, A., and Nakagawa, H. (1997). “Turbulent structure in unsteady depth-varying open-channel flows.” J. Hydraul. Eng., 123(9), 752–763.
Song, T. (1994). “Velocity and turbulence distribution in nonuniform and unsteady open-channel flow.” Doctoral dissertation, Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland.
Song, T., and Chiew, Y. M. (2001). “Turbulence measurement in nonuniform open-channel flow using acoustic Doppler velocimeter (ADV).” J. Eng. Mech., 127(3), 219–232.
Song, T., and Graf, W. H. (1994). “Nonuniform open-channel flow over a rough bed.” J. Hydrosci. Hydr. Eng., 12(1), 1–25.
Song, T., and Graf, W. H. (1996). “Velocity and turbulence distribution in unsteady open-channel flows.” J. Hydraul. Eng., 122(3), 141–154.
Tsujimoto, T., Saito, A., and Nitta, K. (1990). “Open-channel flow with spatial acceleration or deceleration.” KHL Progress Rep., Hydraulics Laboratory, Kanazawa Univ., Kanazawa, Japan.
Tu, H., and Graf, W. H. (1993). “Friction in unsteady open-channel flow over gravel beds.” J. Hydraul. Res., 31(1), 99–110.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 7July 2005
Pages: 610 - 614

History

Received: May 23, 2002
Accepted: Oct 13, 2004
Published online: Jul 1, 2005
Published in print: Jul 2005

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Authors

Affiliations

Subhasish Dey [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, West Bengal, India. E-mail: [email protected]
Martin F. Lambert [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Adelaide Univ., Adelaide SA 5005, Australia. E-mail: [email protected]

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