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Mar 1, 2005

Sedimentation from Buoyant Jets

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Publication: Journal of Hydraulic Engineering
Volume 131, Issue 3

Abstract

An integral model is developed to describe sedimentation from a turbulent, buoyant jet injected at an angle into a stationary, uniform ambient fluid. Entrainment is modeled using the standard entrainment assumption and sediment is assumed to fall from the jet where the outward component of the fall velocity normal to the jet boundary exceeds the inward entrainment velocity. When appropriately scaled by source momentum and buoyancy fluxes, turbulent, buoyant jets may be described in terms of a single parameter: the angle θ0 between the flow and the horizontal at the virtual origin (which is close to the actual source for large initial densimetric Froude numbers). Including sedimentation in the model introduces a further parameter ws , which is the ratio of the fall speed of the sedimenting particles to a typical entrainment velocity (and so wS is a nondimensional fall speed). An important result is that this ratio is independent of the source speed, so that the proportion of the sediment load deposited near the source is independent of the flow rate. Sediment remaining in the plume beyond the near-source region is deposited when the plume spreads horizontally once it reaches the free surface. Results for plume shapes, deposition patterns, and the proportion of sediment load deposited in the near-source region (as functions of θ and ws ) are given. The results are supported by some preliminary laboratory experiments. The effects of flow in the ambient fluid are discussed briefly and a further parameter uF is introduced, which is the ratio of the ambient flow speed to a typical entrainment velocity (again this ratio is independent of the flow rate).

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Acknowledgments

Thanks go to Dr. David Apsley for correcting errors in earlier versions of the manuscript and for suggestions for improving the numerical integrations, and to anonymous referees for drawing the writers’ attention to some related earlier work.

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.
Bonnecaze, R. T., Huppert, H. E., and Lister, J. R. (1993). “Particle-driven gravity currents.” J. Fluid Mech., 250, 339–369.
Chu, P. C. K., Lee, J. H. W., and Chu, V. H. (1999). “Spreading of a turbulent round jet in coflow.” J. Hydraul. Eng., 125(2), 193–204.
Ernst, G. G. J., Sparks, R. S. J., Carey, S. N., and Bursik, M. I. (1996). “Sedimentation from turbulent jets and plumes.” J. Geophys. Res., [Solid Earth], 101(B3), 5575–5589.
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.
Hogg, A. J., Ungarish, M., and Huppert, H. E. (2000). “Particle-driven gravity currents: asymptotic and box model solutions.” Eur. J. Mech. B/Fluids, 19(1), 139–165.
Johnson, B. H. (1990) “User’s guide for models of dredged material disposal in open water.” Tech Rep. No. D-90-5, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Koh, R. C. Y., and Brooks, N. H. (1975). “Fluid mechanics of waste-water disposal in the ocean.” Annu. Rev. Fluid Mech., 7, 187–212.
Koh, R. C. Y., and Chang, Y. C. (1973). “Mathematical model for barged ocean disposal of waste.” Environmental Protection Technology Series EPA 660/2-73-029, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
Lane-Serff, G. F. (1995). “Particle recycling in hydrothermal plumes-Particle recycling in the TAG hydrothermal plume-Comment.” 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. Mater., 33, 75–99.
Lee, J. H. W., and Cheung, V. (1990). “Generalized Lagrangian model for buoyant jets in current.” J. Environ. Eng., 116(6), 1085–1106.
Morton, B. R., Taylor, G. I., and Turner, J. S. (1956). “Turbulent gravitational convection from maintained and instantaneous sources.” Proc. R. Soc. London, Ser. A, 234, 1–23.
Sparks, R. S. J., Carey, S. N., and Sigurdsson, H. (1991). “Sedimentation from gravity currents generated by turbulent plumes.” Sedimentology, 38, 839–856.
Wood, I. R., Bell, R. G., and Wilkinson, D. L. (1993). Ocean disposal of wastewater, World Scientific, Singapore.
Wright, S. J., Roberts, P. J. W., Zhongmin, Y., and Bradley, N. E. (1991). “Surface dilution of round submerged buoyant jets.” J. Hydraul. Res., 29(1), 67–89.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 3March 2005
Pages: 166 - 174

History

Received: Jan 22, 2003
Accepted: Aug 18, 2004
Published online: Mar 1, 2005
Published in print: Mar 2005

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Authors

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Gregory F. Lane-Serff [email protected]
Lecturer, Manchester Centre for Civil and Construction Engineering, UMIST, P.O. Box 88, Manchester M60 1QD, UK. E-mail: [email protected]
Terry J. Moran
Student, Manchester Centre for Civil and Construction Engineering, UMIST, P.O. Box 88, Manchester M60 1QD, UK.

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