Effect of Shape on Incipient Motion of Large Solitary Particles
Publication: Journal of Hydraulic Engineering
Volume 131, Issue 1
Abstract
The aim of this study is to investigate the effect of shape and size of solid particles on their initiation of motion in open channel flows. Initial motions of 22 solitary particles having different shapes and sizes were observed in a tilting flume of rectangular cross section. A smooth fixed bed and an obstructing element of smaller height with respect to the particle size was used throughout the experiments. The ratio of the height of the obstructing element to the height of the particle was kept constant at . By either changing the slope of the tilting flume or the discharge, or both, a range of shear stress values was obtained. Various equations and graphical representations in terms of dimensionless bed shear stress, grain Reynolds number, and the ratio of flow depth to grain diameter were presented to determine the flow conditions corresponding to the initiation of motion of solitary particles of given shapes. The experiments have revealed that critical flow conditions are dependent not only on the particle size and shape but also on the ratio of flow depth to grain diameter.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgment
This research was sponsored by the Research Coordination and Industrial Liaison Office of the Middle East Technical University under Project No. AFP-2000-03-03-04.
References
Aguirre-Pe, J., Olivero, M. L., and Moncada, A. T. (2003). “Particle densimetric Froude number for estimating sediment transport.” J. Hydraul. Eng., 129(6), 428–437.
Buffington, J. M. (1999). “The legend of A. F. Shields.” J. Hydraul. Eng., 125(4), 376–387.
Buffington, J. M., and Montgomery, D. R. (1997). “A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers.” Water Resour. Res., 33(8), 1993–2029.
Defne, Z. (2002). “Effect of particle shape and size on incipient motion of solid particles.” MS thesis, Middle East Technical Univ., Ankara, Turkey.
Dey, S., and Debnath, K. (2000). “Influence of streamwise bed slope on sediment threshold under stream flow.” J. Irrig. Drain. Eng., 126(4), 255–263.
Kuhnle, R. A. (1993). “Incipient motion of sand-gravel sediment mixtures.” J. Hydraul. Eng., 119(12), 1400–1415.
Lavelle, J. W., and Mofjeld, H. O. (1987). “Bibliography of incipient motion.” J. Hydraul. Eng., 113(3), 389–393.
Novak, P., and Nalluri, C. (1975). “Sediment transport in smooth fixed bed channels.” J. Hydraul. Div., Am. Soc. Civ. Eng., 101(9), 1139–1154.
Novak, P., and Nalluri, C. (1984). “Incipient motion of sediment particles over fixed beds.” J. Hydraul. Res., 22(3), 181–197.
Raudkivi, A. J. (1967). Loose boundary hydraulics, Pergamon, New York.
Shvidchenko, A. B., and Pender, G. (2000). “Flume study of the effect of relative depth on the incipient motion of coarse uniform sediments.” Water Resour. Res., 36(2), 619–628.
Task Committee on Preparation of Sedimentation Manual Committee on Sedimentation (1966). “Sediment transportation mechanics: Initiation of motion.” J. Hydraul. Div., Am. Soc. Civ. Eng., 92(2), 291–314.
Wilcock, P. R. (1993). “Critical shear-stress of natural sediments.” J. Hydraul. Eng., 119(4), 491–505.
Information & Authors
Information
Published In
Copyright
© 2004 ASCE.
History
Received: Apr 7, 2003
Accepted: Aug 5, 2004
Published online: Jan 1, 2005
Published in print: Jan 2005
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.