Technical Notes
May 25, 2013

Behavior of Dense Discharges beyond the Return Point

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 12

Abstract

Trajectory and centerline mean dilution data obtained from negatively buoyant jets, using a laser-induced fluorescence system, are presented at locations beyond the point at which the discharged fluid returns to its release height. Although this return point has been a focus of recent studies, site specific variations in source height and boundary angle can result in the flow impacting the boundary at locations that are distinct from this reference point. The new data are presented for source inclinations of 30, 45, and 60° above the horizontal. Previously developed semianalytical solutions are extended to include the aforementioned site-specific geometric parameters. The ability of these extended solutions and those of the CorJet model to predict the location and mean centerline dilution at various impact points are assessed for nominal boundary angles that range from 0–20° below the horizontal for trajectory and 0–15° for dilution. Comparisons with the experimental data indicate that the extended semianalytical solutions provide superior predictions under the prescribed conditions.

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References

Crowe, A., Davidson, M. J., and Nokes, R. I. (2010). “Inclined negatively buoyant jets and seabed impingement.” Proc., 6th Int. Conf. on Marine Waste Water Discharges and Coastal Environment (MWWD 2010), MWWD Organisation.
Davidson, M. J., and Oliver, C. J. (2012). Desalination and the environment, handbook of environmental fluid dynamics, H. J. Fernando, ed., CRC Press, Boca Raton.
Ferrari, S., and Querzoli, G. (2010). “Mixing and re-entrainment in a negatively buoyant jet.” J. Hydraul. Res., 48(5), 632–640.
Jirka, G. H. (2008). “Improved discharge configurations for brine effluents from desalination plants.” J. Hydraul. Eng., 134(1), 116–120.
Kikkert, G. A., Davidson, M. J., and Nokes, R. I. (2007). “Inclined negatively buoyant discharges.” J. Hydraul. Eng., 133(5), 545–554.
Lai, C. C. K., and Lee, J. H. W. (2012). “Mixing of inclined dense jets in stationary ambient.” J. Hydro-Environ. Res., 6(1), 9–28.
Marti, C., Antenucci, J., Luketina, D., Okely, P., and Imberger, J. (2011). “Near-field dilution characteristics of a negatively buoyant hypersaline jet generated by a desalination plant.” J. Hydraul. Eng., 137(1), 57–65.
Oliver, C. J. (2012). “Near field mixing of negatively buoyant jets.” Ph.D. thesis, Univ. of Canterbury, New Zealand.
Oliver, C. J., Davidson, M. J., and Nokes, R. I. (2013). “Removing the boundary influence on negatively buoyant jets.” Environ. Fluid Mech., 1–24.
Palomar, P., Lara, J. L., and Losada, I. J. (2012). “Near field brine discharge modeling part 2: Validation of commercial tools.” Desalination, 290, 28–42.
Papakonstantis, I. G., Christodoulou, G. C., and Papanicolaou, P. N. (2011a). “Inclined negatively buoyant jets 1: Geometrical characteristics.” J. Hydraul. Res., 49(1), 3–12.
Papakonstantis, I. G., Christodoulou, G. C., and Papanicolaou, P. N. (2011b). “Inclined negatively buoyant jets 2: Concentration measurements.” J. Hydraul. Res., 49(1), 13–22.
Shao, D. D., and Law, A. W.-K. (2010). “Mixing and boundary interactions of 30° and 45° inclined dense jets.” Environ. Fluid Mech., 10(5), 521–553.

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Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 12December 2013
Pages: 1304 - 1308

History

Received: May 3, 2012
Accepted: May 23, 2013
Published online: May 25, 2013
Discussion open until: Oct 25, 2013
Published in print: Dec 1, 2013

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Authors

Affiliations

C. J. Oliver
Graduate Student, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch8140, New Zealand.
M. J. Davidson [email protected]
Associate Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand (corresponding author). E-mail: [email protected]
R. I. Nokes
Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand.

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