TECHNICAL PAPERS
May 1, 1993

Effect of Bed Surface Structure on Spherical Particle Stability

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 119, Issue 3

Abstract

This paper describes the effect of bed surface structure on the rolling stability of a cohesionless spherical particle. The bed surface structure was investigated in terms of the vertical and horizontal orientation. The former is defined by the relative protrusion, whereas the latter is defined by the angle of attack of the undisturbed approach flow. Experiments showed that both these parameters have an important influence on rolling particle stability. The study also presents a theoretical analysis based on the balance of driving and resisting moments about a pivot point. Comparisons between the experimental data and theoretical results show that the pivotal analysis is inadequate to fully describe the mechanism of sediment entrainment, especially at low relative protrusions. The tendency for a particle to saltate in relatively high flows reduces the effect of the angle of attack or the pivotal position on the threshold of sediment motion.

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References

1.
Chin, C. O. (1985). “Stream bed armouring.” Rep. no. 403, Dept. of Civ. Engrg., Univ. of Auckland, Auckland, New Zealand.
2.
Fenton, J. R., and Abbott, J. E. (1977). “Initial movement of grains on a stream bed: The effect of relative protrusion.” Proc., Royal Society of London, London, England, Series A, 352(1671), 523–537.
3.
Grass, A. J. (1970). “The initial instability of fine bed sand.” J. Hydr. Div., ASCE, 96(3), 619–632.
4.
Mantz, P. A. (1977). “Incipient transport of fine grains and flakes by fluids—Extended Shields diagram.” J. Hydr. Div., ASCE, 103(6), 601–615.
5.
Paintal, A. S. (1971). “Concept of critical shear stress in loose boundary open channels.” J. Hydr. Res., 8(1), 91–109.
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Shields, A. (1936). “Anwendung der Aenlichkeitsmechanik und der Turbulenzforschung auf die Geschiebebewegung.” Mitteilungen der Preussischen Versuchsanstalt für Wasserbau and Schiffbau, 26, Berlin, Germany (in German).
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Unsold, G. (1982). “Der Transportbeginn rolligen Schlenmaterials in gleichformigen turbulenten Stromungen: Eine kritische Uberprufung der Shields‐Funktion und ihre experimentelle Erweiterung auf feinkornige, nicht‐binfige Sedimente,” PhD Dissertation, Mathematische‐Naturwissenschaftlichen Fakultat, Universitat Kiel, Germany.
8.
Vanoni, V. A. (1975). Sedimentation engineering: Manual no. 54, ASCE, New York, N.Y.
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White, C. M. (1940). “The equilibrium of grains on the bed of a stream.” Proc., Royal Society of London, London, England, A174(958), 322–338.
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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 119Issue 3May 1993
Pages: 231 - 242

History

Received: Oct 26, 1992
Published online: May 1, 1993
Published in print: May 1993

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Authors

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C. O. Chin
Lect., School of Civ. and Struct. Engrg., Nanyang Tech. Univ., Nanyang Ave., Singapore 2263
Y. M. Chiew, Member, ASCE
Sr. Lect., School of Civ. and Struct. Engrg., Nanyang Tech. Univ., Nanyang Ave., Singapore 2263

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