TECHNICAL PAPERS
May 1, 1985

Transport of Suspended Material in Open and Submerged Streams

Publication: Journal of Hydraulic Engineering
Volume 111, Issue 5

Abstract

The energy exchange in streams carrying suspended material is analyzed using an efficiency concept. The efficiency is defined as the ratio between the gain in potential energy of the suspended material and the turbulent dissipation. It is shown that the efficiency is not constant, but depends linearly on Shields' parameter. The linear relation is used to develop a simple formula, which describes the suspended load as a function of well‐known parameters. With the results from open streams an auto‐suspension criterion is developed for turbidity currents. This criterion describes the situation when a submerged current carrying suspended material neither deposits nor erodes material.

Get full access to this article

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

References

1.
Ackers, P., and White, W. R., “Sediment Transport: New Approach and Analysis,” Journal of the Hydraulics Division, ASCE, Vol. 99, No. HY11, 1973, pp. 2041–2060.
2.
Bagnold, R. A., “An Approach to Sediment Transport Problems from General Physics,” U.S. Geological Survey Professional Paper 422‐I, 1966, 37 pp.
3.
Bell, H. S., “Density Currents as Agents for Transporting Sediments,” Journal of Geology, Vol. 50, 1942, pp. 512–547.
4.
Deigaard, R., “Longitudinal and Transverse Sorting of Grain Sizes in Alluvial Rivers,” Series Paper No. 26, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, 1980.
5.
Einstein, H. A., “The Bed‐Load Function for Sediment Transportation in Open Channel Flows,” Technical Bulletin No. 1026, U.S. Dept. of Agriculture, Washington, D.C., 1950.
6.
Engelund, F., “Hydraulic Resistance of Alluvial Streams,” Journal of the Hydraulics Division, ASCE, Vol. 92, No. HY2, 1966, pp. 315–326.
7.
Engelund, F., and Fredsøe, J., “A Sediment Transport Model for Straight Alluvial Channels,” Nordic Hydrology, 7, 1976, pp. 293–306.
8.
Engelund, F., and Fredsøe, J., “Sediment Ripples and Dunes,” Annual Review of Fluid Mechanics, Vol. 14, 1982, pp. 13–37.
9.
Engelund, F., and Hansen, E., A Monograph on Sediment Transport in Alluvial Streams, Technical Press, Copenhagen, Denmark, 1967.
10.
Graf, W. H., Hydraulics of Sediment Transport, McGraw‐Hill Book Company Inc., New York, N.Y., 1971, 513 pp.
11.
Guy, H. P., Simons, D. B., and Richardson, E. V., “Summary of Alluvial Channel Data From Flume Experiments, 1956–61,” U.S. Geological Survey Professional Paper 462‐I, 1966, 96 pp.
12.
Holtorff, G., “Steady Bed Material Transport in Alluvial Channels,” Journal of Hydraulic Engineering, ASCE, Vol. 109, No. 3, 1983, pp. 368–384.
13.
Manz, P. A., “Semi‐Empirical Correlations for Fine and Coarse Cohesionless Sediment Transport,” Proceedings, Institution of Civil Engineers, Part 2, Vol. 75, London, England, 1983.
14.
Pallesen, T. R., “Turbidity Currents,” Series Paper No. 32, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, 1983.
15.
Pedersen, F. Bo, “A Monograph on Turbulent Entrainment and Friction in Two‐layer Stratified Flow,” Series Paper No. 25, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, 1980.
16.
Rouse, H., “Modern Conceptions of the Mechanics of Fluid Turbulence,” Transactions, ASCE, 102, 1937, pp. 463–543.
17.
Vanoni, V. A., “Transportation of Suspended Sediment by Water,” Transactions, ASCE, 111, 1946, pp. 67–133.
18.
Yang, C. T., “Incipient Motion and Sediment Transport,” Journal of the Hydraulics Division, ASCE, Vol. 99, No. HY10, 1973, pp. 1679–1704.
19.
Yang, C. T., “Unit Stream Power Equations for Total Load,” Journal of Hydrology, Vol. 40, No. 1/2, 1979, pp. 123–138.
20.
Yang, C. T., and Molinas, A., “Sediment Transport and Unit Stream Power Function,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY6, 1982, pp. 774–793.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 111Issue 5May 1985
Pages: 774 - 792

History

Published online: May 1, 1985
Published in print: May 1985

Permissions

Request permissions for this article.

Authors

Affiliations

Rasmus Wiuff
Assoc. Prof., Inst. of Hydrodynamics and Hydr. Engrg., Tech. Univ. of Denmark, Copenhagen, Denmark, and Engr., Cowiconsult, Consulting Engrs. and Planners, Virum, Denmark

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