TECHNICAL NOTES
Feb 4, 2011

Modes of Bed-Load Movement on a Smooth Rigid Surface

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 10

Abstract

Sediment grains transported as supply-limited bed load on a rigid surface move either discretely or collectively as bed forms, with significantly different effective grain speeds and active storage volumes. The adopted mode has implications for sediment sorting and heavy mineral placer formation, dispersal of grain-associated pollutants, and accumulation and flushing of sediment deposits in unlined canals and sewers. The threshold condition between the two modes has been established for a smooth surface from flume experiments with different sediment types, flow conditions, and sediment supply rates. This is expressed in terms of a relationship between the sediment movability number, a dimensionless bed load parameter, and a grain shear Reynolds number.

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Acknowledgments

This work was partially supported by the National Research Foundation of South Africa. Suggestions by three anonymous reviewers have been incorporated and are acknowledged.

References

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Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 10October 2011
Pages: 1283 - 1286

History

Received: Aug 4, 2010
Accepted: Feb 3, 2011
Published online: Feb 4, 2011
Published in print: Oct 1, 2011

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Authors

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C. S. James [email protected]
Professor, School of Civil & Environmental Engineering, Univ. of the Witwatersrand, Johannesburg, South Africa (corresponding author). E-mail: [email protected]
N. Bulovic
Former student, School of Civil & Environmental Engineering, Univ. of the Witwatersrand, Johannesburg, South Africa.
E. Naidoo
Former student, School of Civil & Environmental Engineering, Univ. of the Witwatersrand, Johannesburg, South Africa.

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