TECHNICAL PAPERS
May 11, 2010

Near-Field Dilution Characteristics of a Negatively Buoyant Hypersaline Jet Generated by a Desalination Plant

Publication: Journal of Hydraulic Engineering
Volume 137, Issue 1

Abstract

Field experiments were conducted to investigate the near-field dilution characteristics of a hypersaline brine discharge into coastal waters via an offshore diffuser from a desalination plant. The aim was to determine the dilution of the negatively buoyant plume as it exited the diffuser under three different discharge Froude number regimes (one-third, two-thirds, and full-flow capacity) and to compare these measurements to scaling arguments derived from laboratory measurements. Equations based on the densimetric jet Froude number F , obtained from laboratory experiments, were found to adequately describe the dilution of the brine for cases when F>20 . For F<20 , no laboratory results exist and the dilution was found to be greater than that anticipated from an extrapolation of the laboratory results.

Get full access to this article

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

Acknowledgments

This research was funded by the Water Corporation of Western Australia. The writers would like to acknowledge the support provided by Steve Christie and Greig Mercer from the Water Corporation in organizing the plant start-up process such that the experimental work could be completed. The input of Greg Attwater, Brendan Busch, and Carol Lam of the CWR Field Operations Group is also gratefully acknowledged.

References

Alameddine, I., and El-Fadel, M. (2007). “Brine discharge from desalination plants: A modelling approach to an optimized outfall design.” Desalination, 214, 241–260.
Bleninger, T., and Jirka, G. (2008). “Modelling and environmentally sound management of brine discharges from desalination plants.” Desalination, 221, 585–597.
Cipollina, A., Brucato, A., Grisafi, F., and Nicosia, S. (2005). “Bench scale investigation of inclined dense jets.” J. Hydraul. Eng., 131(11), 1017–1022.
D’Adamo, N. (2002). “Exchange and mixing in Cockburn Sound, Western Australia: A seasonally stratified, micro-tidal, semi-enclosed coastal embayment.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
Fernandez-Torquemada, Y., and Sanchez-Lizao, J. L. (2007). “Monitoring of brine discharges from seawater desalination plants in the Mediterranean.” Int. J. Environ. Health, 1(3), 449–461.
Fozdar, F. M., Parker, G. J., and Imberger, J. (1985). “Matching temperature and conductivity response characteristics.” J. Phys. Oceanogr., 15, 1557–1569.
Imberger, J., and Head, R. (1994). “Measurement of turbulent properties in a natural system.” Proc., Symp. on Fundamentals and Advancements in Hydraulic Measurements and Experimentation, ASCE, Reston, Va.
James, W. P., Vergara, I., and Kim, K. (1983). “Dilution of a dense vertical jet.” J. Environ. Eng., 109(6), 1273–1283.
Jirka, G. (2008). “Improved discharge configuration 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.
Lattemann, S., and Höpner, T. (2003). Seawater desalinisation plant: Impacts of brine and chemical discharge on the marine environment, Desalination Publications, L’Aquila, Italy.
McLellan, T. N., and Randall, R. E. (1986). “Measurement of brine jet height and dilution.” J. Waterway, Port, Coastal, Ocean Eng., 112(2), 200–215.
McLellan, T. N., and Randall, R. E. (1987). “Closure of ‘Measurement of brine jet height and dilution.’” J. Waterway, Port, Coastal, Ocean Eng., 113(4), 442–442.
Pincince, A. B., and List, E. J. (1973). “Disposal of brine into an estuary.” J. Water Pollut. Control Fed., 45, 2335–2344.
Roberts, P. J. W., Ferrier, A., and Daviero, G. (1997). “Mixing in inclined dense jets.” J. Hydraul. Eng., 123(8), 693–699.
Roberts, P. J. W., and Toms, G. (1987). “Inclined dense jets in flowing current.” J. Hydraul. Eng., 113(3), 323–341.
Roberts, P. W. (1987). “Discussion of ‘Measurement of brine jet height and dilution’.” J. Waterway, Port, Coastal, Ocean Eng., 113(4), 440–442.
Skene, D., Ryan, D., Brooke, B., Smith, J., and Radke, L. (2005). “The geomorphology and sediments of cockburn sound.” Geoscience Australia, Record No. 2005/10, Coastal CRC.
Tong, S. S., and Stolzenbach, K. D. (1979). “Submerged discharge of a dense effluent.” Rep. No. 243, Ralph M. Parsons Laboratory, Massachusetts Institute of Technology, Cambridge, Mass.
Turner, J. S. (1966). “Jets and plumes with negative or reversing buoyancy.” J. Fluid Mech., 26, 779–792.
UNESCO. (1981). “The Practical Salinity Scale 1978 and the International Equation of State of Seawater 1980.” UNESCO Technical Papers in Marine Science, Technical Paper No. 36, UNESCO.
Wallis, I. (2006). Perth Seawater Desalination Project: Peer review of diffuser design proposed by MDJV, Consulting Environmental Engineers—Water Corporation, Australia.
Yeates, P. S., Okely, P., Dallimore, C. J., Antenucci, J. P., Imberger, J., and Hipsey, M. R. (2007). “Three dimensional modelling of a seawater desalination plant discharge into Cockburn Sound, Western Australia.” Proc., 4th Int. Conf. on Asian and Pacific Coasts (APAC 2007), China Ocean Press, China.
Zeitoun, M. A., Reid, R. O., McHilhenny, W. F., and Mitchell, T. M. (1972). “Model studies of outfall systems for desalination plants. Part III. Numerical simulations and design considerations.” Research and Development Progress Rep. No. 804, Office of Saline Water, U.S. Dept. of Interior, Washington, D.C.
Zhang, H., and Baddour, R. E. (1998). “Maximum penetration of vertical round dense jets at small and large Froude numbers.” J. Hydraul. Eng., 124(5), 550–553.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 1January 2011
Pages: 57 - 65

History

Received: Feb 23, 2009
Accepted: May 3, 2010
Published online: May 11, 2010
Published in print: Jan 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Clelia L. Marti [email protected]
Research Associate, Centre for Water Research, The Univ. of Western Australia, 35 Stirling Hwy, Crawley, Western Australia 6009, Australia (corresponding author). E-mail: [email protected]
Jason P. Antenucci
Deputy Director, Centre for Water Research, The Univ. of Western Australia, 35 Stirling Hwy, Crawley, Western Australia 6009, Australia.
David Luketina
General Manager, Business Services, Water Corporation of Western Australia, 629 Newcastle St., Leederville, Western Australia 6007, Australia.
Patricia Okely
Graduate Student, Centre for Water Research, The Univ. of Western Australia, 35 Stirling Hwy, Crawley, Western Australia 6009, Australia.
Jörg Imberger, M.ASCE
Professor and Director, Centre for Water Research, The Univ. of Western Australia, 35 Stirling Hwy, Crawley, Western Australia 6009, Australia.

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