TECHNICAL PAPERS
May 23, 2011

Deposition of Cohesive Sediment from Turbulent Plumes, Gravity Currents, and Turbidity Currents

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 12

Abstract

Models for the deposition of cohesive sediment from turbulent plumes (or “buoyant jets”), gravity currents, and turbidity currents are provided in this paper. The cohesive sediment is made up of small particles that aggregate together to form larger flocs, which are in turn broken up by turbulent shear. The equilibrium mean floc size (and thus the equilibrium mean fall speed) is a function of the turbulent dissipation rate and the sediment concentration. The flows are modeled by using integral and box models, with dissipation related to bulk flow properties. For plumes it is shown that there is a well-defined equilibrium fall speed at the virtual origin and that the fall speed changes relatively slowly in the momentum-dominated part of the flow (within one jet length or so of the source). If the flocs are assumed to adjust instantaneously to their equilibrium size, an integral model for a turbulent plume carrying cohesive sediment can be described in terms of two parameters: the angle between the plume and the horizontal at the virtual origin and the (nondimensional) fall speed there. Next, a typical time scale for flocs to adjust to their equilibrium size is identified, and the model is extended to include an equation for the rate of change of the mean floc size along the plume. The time scale over which the mean floc size changes can be compared with a natural time scale for the plume (the time taken for a particle traveling at the mean plume speed to travel a jet length). Thus, in this nonequilibrium model, a further nondimensional parameter is identified, B, which is proportional to the ratio of a typical plume time scale to the typical floc size adjustment time scale. When B is large, the flocs adjust almost instantaneously to the equilibrium size, whereas when B is very small, the flocs remain close to their size at the source. However, whatever the value of B (which is in terms of typical time scales), the local adjustment time scale always tends to zero approaching an idealized source (virtual origin) so that the equilibrium model is always valid there. For plumes injected horizontally, the equilibrium floc size tends to reduce with distance from the source, with any reduction in turbulent shear more than compensated for by the reduction in sediment concentration. The equilibrium model is then applied to two-dimensional and axisymmetric gravity currents and turbidity currents. The gravity currents are assumed to be steady flows driven by a constant source of dense fluid with the sediment having a negligible effect on the fluid density. In contrast, the turbidity currents modeled are initiated by the release of a finite volume of fluid containing the sediment, with the sediment concentration providing the density difference from the ambient fluid. For these flows, the basic scales are identified, and the concentration and deposition distributions given.

Get full access to this article

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

Acknowledgments

This work was partly supported by EPSRC Grant EPSRC-GBGR/S25128/01. Thanks also to the reviewers and editor for suggesting various improvements to the manuscript.

References

Bonnecaze, R. T., Hallworth, M. A., Huppert, H. E., and Lister, J. R. (1995). “Axisymmetrical particle-driven gravity currents.” J. Fluid Mech., 294, 93–121.
Cuthbertson, A. J. S., Apsley, D. D., Davies, P. A., Lipari, G., and Stansby, P. K. (2008). “Deposition from particle-laden, plane, turbulent, buoyant jets.” J. Hydraul. Eng., 134(8), 1110–1122.
Cuthbertson, A. J. S., and Davies, P. A. (2008). “Deposition from particle-laden, round, turbulent, horizontal, buoyant jets in stationary and coflowing receiving fluids.” J. Hydraul. Eng., 134(4), 390–402.
Dade, W. B., and Huppert, H. E. (1995). “A box model for non-entraining, suspension-driven gravity surges on horizontal surfaces.” Sedimentology, 42(3), 453–471.
German, C. R., and Sparks, R. S. J. (1993). “Particle recycling in the TAG hydrothermal plume.” Earth Planet. Sci. Lett., 116(1-4), 129–134.
Jarvis, P., Jefferson, B., Gregory, J., and Parsons, S. A. (2005). “A review of floc strength and breakage.” Water Res., 39(14), 3121–3137.
Lane-Serff, G. F. (1993). “Investigation of the fractal structure of jets and plumes.” J. Fluid Mech., 249, 521–534.
Lane-Serff, G. F. (1995). “Particle recycling in hydrothermal plumes: Comment on particle recycling in the TAG hydrothermal plume by C. R. German and R. S. J. Sparks.” Earth Planet. Sci. Lett., 132(1-4), 233–234.
Lane-Serff, G. F., Linden, P. F., and Hillel, M. (1993). “Forced, angled plumes.” J. Hazard. Mat., 33(1), 75–99.
Lane-Serff, G. F., and Moran, T. J. (2005). “Sedimentation from buoyant jets.” J. Hydraul. Eng., 131(3), 166–174.
Mugford, R., and Lane-Serff, G. F. (2007). “Sedimentation from buoyant jets: Errata.” J. Hydraul. Eng., 133(4), 462.
Sparks, R. S. J., Carey, S. N., and Sigurdsson, H. (1991). “Sedimentation from gravity currents generated by turbulent plumes.” Sedimentology, 38(5), 839–856.
Thomas, D. N., Judd, S. J., and Fawcett, N. (1999). “Flocculation modelling: A review.” Water Res., 33(7), 1579–1592.
Winterwerp, J. C. (1998). “A simple model for turbulence induced flocculation of cohesive sediment.” J. Hydraul. Res., 36(3), 309–326.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 12December 2011
Pages: 1615 - 1623

History

Received: Aug 26, 2010
Accepted: May 20, 2011
Published online: May 23, 2011
Published in print: Dec 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Gregory F. Lane-Serff, Ph.D. [email protected]
Senior Lecturer, School of Mechanical, Aerospace and Civil Engineering, Univ. of Manchester, Pariser Building, Sackville St., Manchester M13 9PL, UK. E-mail: [email protected]

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