TECHNICAL PAPERS
Nov 15, 2002

Probability of Individual Grain Movement and Threshold Condition

Publication: Journal of Hydraulic Engineering
Volume 128, Issue 12

Abstract

A new criterion for the experimental characterization of the threshold of motion of sediment as bed load is introduced and this criterion is implemented in an experimental investigation of the role of sediment packing density on bed behavior near the threshold of motion. The new criterion, which may be interpreted as the probability of individual grain movement, accounts for the statistical nature of sediment movement in turbulent flow and the time scale of the flow. The threshold of motion is specified by a fixed value of the probability. The criterion represents an objective, quantitative and consistent approach to the threshold condition for sediment of uniform size, shape, and density. The experimental investigation demonstrates that this criterion leads to results that are comparable to those of other approaches, for nearly isolated grains; however, it is found that a threshold criterion based upon the probability of grain movement can yield relatively active sediment beds where the level of activity is strongly dependent upon sediment packing density.

Get full access to this article

View all available purchase options and get full access to this article.

References

Bettess, R. (1984). “Initiation of sediment transport in gravel streams.” Proc., Institution of the Civil Engineers, Part 2, 79–88.
Buffington, J. R., 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.
Cao, Z.(1997). “Turbulent bursting-based sediment entrainment function.” J. Hydraul. Eng., 123(3), 233–236.
Coleman, N. L. (1967). “A theoretical and experimental study of drag and lift forces acting on a sphere resting on a hypothetical stream bed.” Proc., 12th Congress, International Association of Hydraulics Research, Fort Collins, Colo., 185–192.
Einstein, H. A.(1942). “Formulas for the transportation of bed load.” Trans. Am. Soc. Civ. Eng., 107, 561–597.
Fenton, J. D., and Abbott, J. E.(1977). “Initial movement of grains on a stream bed: The effect of relative protrusion.” Proc. R. Soc. London, Ser. A, 352, 523–537.
Grass, A. J.(1970). “Initial instability of fine bed sand.” J. Hydraul. Div., Am. Soc. Civ. Eng., 96(HY3), 619–632.
Grass, A. J. (1983). “The influence of boundary layer turbulence on the mechanics of sediment transport.” Proc., Euromech 156: Mechanics of Sediment Transport, Istanbul, Turkey, 3–17.
Jain, S. C.(1992). “Note on lag in bedload discharge.” J. Hydraul. Eng., 118(6), 904–917.
Neill, C. R., and Yalin, M. S.(1969). “Qualitative definition of beginning of bed movement.” J. Hydraul. Div., Am. Soc. Civ. Eng., 95(HY1), 585–587.
Papanicolaou, A. N., Diplas, P., Balakrishnan, M., and Dancey, C. L.(1999). “Computer vision technique for tracking bed load movement.” J. Comput. Civ. Eng., 13(2), 71–79.
Papanicolaou, A. N., Diplas, P., Evaggelopoulos, N., and Fotopoulos, S.(2002). “Stochastic incipient motion criterion for spheres under various bed packing conditions.” J. Hydraul. Eng., 128(4), 369–380.
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.
Song, T., Graf, W. H., and Lemmin, U.(1994). “Uniform flow in open channels with moveable gravel bed.” J. Hydraul. Res., 32(6), 861–876.
Vanoni, V. A. (1964). “Measurements of critical shear stress for entraining fine sediment in a boundary layer.” Rep. No. KH-R-7, California Institute of Technology.
Vanoni, V. A. (1975). Sedimentation engineering, ASCE Manual 54, prepared by the ASCE Task Committee for the Preparation of the Manual on Sedimentation, ASCE, New York.
Yalin, M. S. (1972). Mechanics of sediment transport, Pergamon, New York.
Yalin, M. S., and Karahan, E.(1979). “Inception of sediment transport.” J. Hydraul. Div., Am. Soc. Civ. Eng., 105(11), 1433–1443.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 128Issue 12December 2002
Pages: 1069 - 1075

History

Received: Aug 28, 2000
Accepted: Apr 26, 2002
Published online: Nov 15, 2002
Published in print: Dec 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Clinton L. Dancey
Associate Professor, Dept. of Mechanical Engineering, Virginia Technical University, Blacksburg VA 24061-0238.
Panayiotis Diplas, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Virginia Tech Univ., Blacksburg, VA 24061.
Athanasios Papanicolaou, M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Albrook Hyd. Lab, Washington State Univ., Pullman WA 99163-2910.
Mahesh Bala
Senior Project Engineer, HEC Inc., 5565 Sterrett Place, Suite 400, Columbia, MD 21044.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share