Technical Papers
Aug 22, 2013

Mixing of 30° and 45° Inclined Dense Jets in Shallow Coastal Waters

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 3

Abstract

This study experimentally investigates the effect of shallow water depth on the mixing of 30° and 45° inclined dense jets. Three different mixing regimes were identified, namely, the full submergence, plume contact, and centerline impingement regimes. The mixing characteristics in these three regimes, including the jet trajectory and minimum dilution at the water surface (SS) as well as at the return point near the seabed (Sr), were quantified with respect to the densimetric Froude number (F) and cover water depth (H). The nondimensional cover water depth, H/D, was found to be a suitable normalization parameter for shallow water scenarios. The transitional F·D/H among the regimes, the asymptotic limits of the minimum surface dilution at large F, and the various linear coefficients were also determined. Overall, it was found that the surface constraint in the plume contact and centerline impingement regimes, lengthens the jet-spreading distances and reduces the surface dilution, while the bottom dilution remains relatively constant. The results enable the assessment of the mixing characteristics of the inclined dense jet in shallow coastal waters with possible surface contact for environmental impact assessment.

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Acknowledgments

The authors acknowledge the efforts of Maria Dian Kurnia Sari and Fang Siqin on the acquisition of data. The second author acknowledges the support of the William Mong Visiting Research Fellowship during his attachment at the University of Hong Kong for this study.

References

Ahmad, N., and Baddour, R. E. (2012). “Dilution and penetration of vertical negatively buoyant thermal jets.” J. Hydraul. Eng., 850–857.
Alameddine, I., and El-Fadel, M. (2007). “Brine discharge from desalination plants: A modeling approach to an optimized outfall design.” Desalination, 214(1–3), 241–260.
Bleninger, T., and Jirka, G. H. (2008). “Modelling and environmentally sound management of brine discharges from desalination plants.” Desalination, 221(1–3), 585–597.
Cipollina, A., Brucato, A., Grisafi, F., and Nicosia, S. (2005). “Bench-scale investigation of inclined dense jets.” J. Hydraul. Eng., 1017–1022.
CORMIX [Computer software]. MixZon Inc., Portland, OR.
Drami, D., Yacobi, Y. Z., Stambler, N., and Kress, N. (2011). “Seawater quality and microbial communities at a desalination plant marine outfall. A field study at the Israeli Mediterranean coast.” Water Res., 45(17), 5449–5462.
Ferrari, S., and Querzoli, G. (2010). “Mixing and re-entrainment in a negatively buoyant jet.” J. Hydraul. Res., 48(5), 632–640.
FlowManager Version 4.50.17 [Computer software]. Dantec Dynamics, Skovlunde, Denmark.
Global Water Intelligence. (2010a). “Aussie plants go into hibernation.” 11(12), Oxford, U.K.
Global Water Intelligence. (2010b). “Desalination market 2010: Global forecast and analysis.” Oxford, U.K.
Global Water Intelligence. (2010c). “The desalination market returns.” 11(7), Oxford, U.K.
Hoepner, T., and Lattemann, S. (2003). “Chemical impacts from seawater desalination plants—A case study of the northern Red Sea.” Desalination, 152(1–3), 133–140.
Jirka, G. H. (2004). “Integral model for turbulent buoyant jets in unbounded stratified flows. Part I: Single round jet.” Environ. Fluid Mech., 4(1), 1–56.
Jirka, G. H. (2008). “Improved discharge configurations for brine effluents from desalination plants.” J. Hydraul. Eng., 116–120.
Kavvadias, K. C., and Khamis, I. (2010). “The IAEA DEEP desalination economic model: A critical review.” Desalination, 257(1–3), 150–157.
Kikkert, G. A., Davidson, M. J., and Nokes, R. I. (2007). “Inclined negatively buoyant discharges.” J. Hydraul. Eng., 545–554.
Lai, C., and Lee, J. H. W. (2012). “Mixing of inclined dense jets in stationary ambient.” J. Hydro-Environ. Res., 6(1), 9–28.
Law, A. W. K., and Herlina (2002). “An experimental study on turbulent circular wall jets.” J. Hydraul. Eng., 161–174.
Law, A. W. K., and Wang, H. (2000). “Measurement of mixing processes with combined digital particle image velocimetry and planar laser induced fluorescence.” Exp. Therm. Fluid Sci., 22(3–4), 213–229.
Morton, A. J., Callister, I. K., and Wade, N. M. (1997). “Environmental impacts of seawater distillation and reverse osmosis processes.” Desalination, 108(1–3), 1–10.
Nemlioglu, S., and Roberts, P. J. W. (2006). “Experiments on dense jets using three-dimensional laser-induced fluorescence (3DLIF).” MWWD 2006–4th Int. Conf. on Marine Waste Water Disposal and Marine Environment, International Association for Hydro-Environment Engineering and Research (IAHR), International Water Association (IWA), Madrid, Spain, London, U.K.
Palomar, P., Lara, J. L., Losada, I. J., Rodrigo, M., and Alvárez, A. (2012). “Near field brine discharge modelling Part 1: Analysis of commercial tools.” Desalination, 290, 14–27.
Papakonstantis, I. G., Christodoulou, G. C., and Papanicolaou, P. N. (2011). “Inclined negatively buoyant jets 2: Concentration measurements.” J. Hydraul. Res., 49(1), 13–22.
Purnama, A., Al-Barwani, H. H., Bleninger, T., and Doneker, R. L. (2011). “CORMIX simulations of brine discharges from Barka plants, Oman.” Desalin. Water Treat., 32(1–3), 329–338.
Roberts, P. J. W., Ferrier, A., and Daviero, G. (1997). “Mixing in inclined dense jets.” J. Hydraul. Eng., 693–699.
Roberts, P. J. W., and Toms, G. (1987). “Inclined dense jets in flowing current.” J. Hydraul. Eng., 323–341.
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.
Wang, H. W., and Law, A. W. K. (2002). “Second order integral model for a round buoyant jet.” J. Fluid Mech., 459, 397–428.
Yoon, S. J., and Park, G. S. (2011). “Ecotoxicological effects of brine discharge on marine community by seawater desalination.” Desalin. Water Treat., 33(1–3), 240–247.
Zeitoun, M. A., et al. (1970). “Conceptual designs of outfall systems for desalting plants.” Research and Development Progress Rep. No. 550, Office of Saline Water, U.S. Dept. of Interior, Washington, DC.

Information & Authors

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 3March 2014
Pages: 241 - 253

History

Received: Nov 14, 2012
Accepted: Aug 20, 2013
Published online: Aug 22, 2013
Discussion open until: Jan 22, 2014
Published in print: Mar 1, 2014

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Authors

Affiliations

Baoxin Jiang [email protected]
Ph.D. Student, DHI-NTU Centre, Nanyang Environment and Water Research Institute (NEWRI), and School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798. E-mail: [email protected]
Adrian Wing-Keung Law [email protected]
Associate Professor, DHI-NTU Centre, Nanyang Environment and Water Research Institute (NEWRI), and School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798 (corresponding author). E-mail: [email protected]
Joseph Hun-Wei Lee [email protected]
F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong SAR, China. E-mail: [email protected]

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