Technical Notes
Nov 15, 2017

Rosette Diffusers for Dense Effluents in Flowing Currents

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Publication: Journal of Hydraulic Engineering
Volume 144, Issue 1

Abstract

Laboratory experiments on rosette diffusers for dense concentrate disposal from seawater desalination plants into flowing currents are reported. The dimensionless parameters for riser spacing and current speed were typical of operating diffusers. Three-dimensional laser-induced fluorescence (3DLIF) was used to map tracer concentration fields from which the main geometrical and dilution parameters were obtained. As the current speed increases, dilution and impact distance increase and rise height decreases. The results were insensitive to planform orientation of the risers. The rise heights of the rosette jets were always less than that of a corresponding isolated jet in a stationary environment. Semiempirical equations were presented to predict dilution, rise height, and impact distance, and confidence levels for the predictions were estimated. The results did not become independent of riser spacing in the range tested, in contrast to studies in stationary water where the flow properties became dependent on riser spacing for sr/dF<2. For narrow riser spacings and relatively slow current speeds, rosette diffusers have higher dilutions than equivalent conventional multiport diffusers, i.e., diffusers with the same length and number of ports, but for higher current speeds the rosette dilutions are significantly less than for the equivalent multiport diffuser.

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Acknowledgments

The authors are indebted to the U.S. Bureau of Reclamation for their financial support. We are also very grateful for numerous illuminating conversations on the topic of brine diffusers with Brett Miller of the University of New South Wales Water Research Laboratory.

References

Abessi, O., and Roberts, P. J. W. (2014a). “Dense jet videos, rosette tracer concentration profiles.” ⟨https://www.youtube.com/watch?v=o4UE545V93g⟩ (Apr. 22, 2014).
Abessi, O., and Roberts, P. J. W. (2014b). “Multiport diffusers for dense discharges.” J. Hydraul. Eng., 04014032.
Abessi, O., and Roberts, P. J. W. (2015). “Dense jet discharges in shallow water.” J. Hydraul. Eng., 04015033.
Abessi, O., and Roberts, P. J. W. (2016). “Multiport diffusers for dense discharge in flowing ambient water.” J. Hydraul. Eng., 04017003.
Abessi, O., Roberts, P. J. W., and Ghandi, V. (2017). “Rosette diffusers for dense effluents.” J. Hydraul. Eng., 06016029.
Miller, B. M. (2011). “Design of large desalination discharge with multiport jets.” Int. Symp. on Outfall Systems, International Association for Hydro-Environment Engineering and Research and International Water Association, London.
Miller, B. M., Cunningham, I. L., and Timms, W. A. (2007). “Physical modeling of the sea water concentrate diffuser for the Sydney desalination study.”, Univ. of New South Wales, Sydney, Australia.
Miller, B. M., and Tarrade, L. (2010). “Design considerations of outlet discharges for large seawater desalination projects in Australia.” 6th Int. Conf. on Marine Wastewater Discharges, MWWD-IEMES 2010, Langkawi, Malaysia.
Roberts, P. J. W., Ferrier, A., and Daviero, G. J. (1997). “Mixing in inclined dense jets.” J. Hydraul. Eng., 693–699.
Roberts, P. J. W., Hunt, C. D., Mickelson, M. J., and Tian, X. (2011). “Field and model studies of the Boston outfall.” J. Hydraul. Eng., 1415–1425.
Tarrade, L., and Miller, B. M. (2010). “Physical modeling of the Victorian desalination plant outfall.”, Univ. of New South Wales, Sydney, Australia.
Tarrade, L., Rayner, D. S., and Miller, B. M. (2009). “Physical modeling of brine diffuser.”, Univ. of New South Wales, Sydney, Australia.
Tecplot [Computer software]. Tecplot, Inc., Bellevue, WA.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 144Issue 1January 2018

History

Received: Sep 26, 2016
Accepted: Jul 14, 2017
Published online: Nov 15, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 15, 2018

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Authors

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Ozeair Abessi, Aff.M.ASCE
Assistant Professor, Dept. of Civil Engineering, Babol Noshirvani Univ. of Technology, 47148-71167 Babol, Iran.
Philip J. W. Roberts, F.ASCE [email protected]
Professor Emeritus, School of Civil Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (corresponding author). E-mail: [email protected]

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