Multiport Diffusers for Dense Discharge in Flowing Ambient Water
Publication: Journal of Hydraulic Engineering
Volume 143, Issue 6
Abstract
Experiments are reported on multiport diffusers typical of brine disposal from desalination plants discharging into flowing currents. Diffusers discharging from one side into coflowing and counterflowing currents and from both sides were tested. A three-dimensional laser-induced fluorescence system was used to determine bottom impact dilution, impact location, and rise height. The results were plotted in dimensionless form as functions of port spacing and current speed parameters and empirical equations were fitted. As the current speed increased, the impact location was swept farther downstream, rise height decreased, and impact dilution increased. The merging of closely spaced jets prevents intrusion into the space between the ascending and descending regions, which can alter the flow fields. The results did not become independent of port spacing, at least within the parameter ranges studied and the experimental uncertainty. Raising the diffuser above the bed, which allowed the flow to pass beneath it, can affect the flow patterns significantly. Dilutions were not significantly affected, however, possibly because the nozzles were elevated above the pipe with a spacing that allowed passage of entrained flow between them. The dependence of the observed flow patterns on relatively small changes in source conditions should be considered in diffuser designs to avoid constricting the diluting entrainment flow.
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Acknowledgments
The authors are indebted to Varun Ghandi for his help in conducting the laboratory experiments, Andy Udell for constructing the model diffusers, and the U.S. Bureau of Reclamation for financial support.
References
Abessi, O., and Roberts, P. (2015a). “Effect of nozzle orientation on dense jets in stagnant environments.” J. Hydraul. Eng., .
Abessi, O., and Roberts, P. J. W. (2015b). “Dense jet videos, multiport dense jets.” ⟨https://www.youtube.com/watch?v=Wk6vvy7ZXB8, https://www.youtube.com/watch?v=w4P_btcPHoY, https://www.youtube.com/watch?v=xVcNikUocSQ⟩ (Jun. 9, 2015).
Abessi, O., and Roberts, P. J. W. (2014). “Multiport diffusers for dense discharges.” J. Hydraul. Eng., .
Abessi, O., Roberts, P. J. W., and Ghandi, V. (2016). “Rosette diffusers for dense effluents.” J. Hydraul. Eng., .
Bleninger, T., and Jirka, G. H. (2010). “Environmental planning, prediction and management of brine discharges from desalination plants.” Institute for Hydromechanics, Univ. Karlsruhe, Karlsruhe, Germany.
Fischer, H. B., List, E. J., Koh, R. C. Y., Imberger, J., and Brooks, N. H. (1979). Mixing in inland and coastal waters, Academic Press, New York.
Gungor, E., and Roberts, P. J. W. (2009). “Experimental studies on vertical dense jets in a flowing current.” J. Hydraul. Eng., 935–948.
Isaacson, M. S., Koh, R. C. Y., and Brooks, N. H. (1983). “Plume dilution for diffusers with multiple risers.” J. Hydraul. Eng., 199–220.
Kikkert, G. A., Davidson, M. J., and Nokes, R. I. (2007). “Inclined negatively buoyant discharges.” J. Hydraul. Eng., 545–554.
Lattemann, S., and Höpner, T. (2008). “Environmental impact and impact assessment of seawater desalination.” Desalination, 220(1–3), 1–15.
Marti, C. L., Antenucci, J. P., 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., 57–65.
Pincince, A. B., and List, E. J. (1973). “Disposal of brine into an estuary.” J. Water Pollut. Control Fed., 45(11), 2335–2344.
Roberts, P. J. W., and Abessi, O. (2014). “Optimization of desalination diffusers using three-dimensional laser-induced fluorescence: Final report.” United States Bureau of Reclamation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta.
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.
Roberts, P. J. W., and Snyder, W. H. (1993). “Hydraulic model study for the Boston outfall. I: Riser configuration.” J. Hydraul. Eng., 970–987.
Roberts, P. J. W., and Toms, G. (1987). “Inclined dense jets in a flowing current.” J. Hydraul. Eng., 323–341.
SCCWRP (Southern California Coastal Water Research Project). (2012). “Management of brine discharges to coastal waters recommendations of a science advisory panel.”, Costa Mesa, CA.
Shao, 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.
SWRCB (State Water Resources Control Board). (2016). “California ocean plan 2015.” Sacramento, CA.
Tian, X., and Roberts, P. J. W. (2003). “A 3D LIF system for turbulent buoyant jet flows.” Exp. Fluids, 35(6), 636–647.
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©2017 American Society of Civil Engineers.
History
Received: Apr 1, 2016
Accepted: Sep 16, 2016
Published online: Jan 28, 2017
Published in print: Jun 1, 2017
Discussion open until: Jun 28, 2017
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