[1]
|
S. Matthews, “Desalination in Middle East Set to Grow,” Home/Utilities Middle East, 5 April 2009.
|
[2]
|
A. Purnama and H. H. Al-Barwani, “Spreading of Brine Waste Discharges into the Gulf of Oman,” Desalination, Vol. 195, No. 1-3, 2006, pp. 26-31.
doi:10.1016/j.desal.2005.09.036
|
[3]
|
Chevron, “Reverse Osmosis Brine Disposal via Ocean Outfall Environmental Management and Monitoring Plan,” G1-NT-REPX0001483, Chevron Australia Pty Ltd, 2010, p. 101.
|
[4]
|
T. Bleninger and G. H. Jirka, “Modelling and Environmentally Sound Management of Brine Discharges from Desalination Plants,” Desalination, Vol. 221, No. 1-3, 2008, pp. 585-597. doi:10.1016/j.desal.2007.02.059
|
[5]
|
I. Alameddine and M. El-Fadel, “Brine Discharge from Desalination Plants: A Modeling Approach to an Optimized Outfall Design,” Desalination, Vol. 214, No. 1-3, 2007, pp. 241-260. doi:10.1016/j.desal.2006.02.103
|
[6]
|
P. J. W. Roberts and G. Toms, “Inclined Dense Jets in Flowing Current,” Journal of Hydraulic Engineering, Vol. 113, No. 3, 1987, 232-341.
doi:10.1061/(ASCE)0733-9429(1987)113:3(323)
|
[7]
|
S. Latteman and T. H?pner, “Seawater Desalination: Impacts of Brine and Chemical Discharge on the Marine Environment,” Balaban Desalination Publications, Italy, 2003.
|
[8]
|
R. Einav, K. Harussi and D. Perry, “The Footprint of the Desalination Processes on the Environment,” Desalination, Vol. 152, 2002, pp. 141-154.
doi:10.1016/S0011-9164(02)01057-3
|
[9]
|
T. N. Green, A. G. I. Dalvi and M. A. Javeed, “Chlorophyll and Plankton of the Gulf Coastal Waters of Saudi Arabia Bordering a Desalination Plant,” Desalination, Vol. 154, No. 3, 2003, pp. 291-302.
doi:10.1016/S0011-9164(03)80044-9
|
[10]
|
H. Zhang and R. H. Baddour, “Maximum Penetration of Vertical Round Dense Jets at Small and Large Densimetric Froude Numbers,” Journal of Hydraulic Engineering, ASCE, Vol. 124, No. 5, 1998, pp. 550-553.
|
[11]
|
A. Purnama, H. H. Al-Barwani, and M. Al-Lawatia, “Modeling Dispersion of Brine Waste Discharges from a Coastal Desalination Plant,” Desalination, Vol. 155, No. 1, 2003, pp. 41-47. doi:10.1016/S0011-9164(03)00237-6
|
[12]
|
S. Shahatto, “Environmental Impact of Development in Coastal Areas: Desalination,” Ph.D. Thesis, Centre for Applied Geosciences, University of Tübingen, Germany, 2003.
|
[13]
|
P. J. W. Roberts and R. Sternau, “Mixing Zone Analysis for Coastal Wastewater Discharge,” ASCE Journal of Environmental Engineering, Vol. 123, No. 12, 1997, pp. 1244-1250.
|
[14]
|
A. Cipollina, A. Brucato, F. Grisafi and S. Nicosia, “Bench Scale Investigation of Inclined Dense Jets,” ASCE Journal of Hydraulic Engineering, Vol. 131, 2005, pp. 1017-1022.
doi:10.1061/(ASCE)0733-9429(2005)131:11(1017)
|
[15]
|
J. S. Turner, “Jets and Plumes with Negative or Reversing Buoyancy,” Journal of Fluid Mechanics, Vol. 26, 1966, pp. 779-792.
|
[16]
|
G. Abraham, “Jets with Negative Buoyancy in Homogeneous Fluids,” Journal of Hydraulic Research, Vol. 5, No. 4, 1967, pp. 235-248.
|
[17]
|
K. Cederwall, “Hydraulics of Marine Wastewater Disposal,” hydraulic Division, Chalmers Institute of Technology, Gutenberg, Sweden, Report No .42, 1968.
|
[18]
|
L. N. Fan and N. H. Brooks, “Numerical Solutions of Turbulent Buoyant Jet Problems,” Report No. KH-R-18, California Institute of Technology, W. M. Keck Laboratory, Pasadena, California, 1969.
|
[19]
|
M. A. Zeitoun, W. F. Mcllhenny and R. O. Reid, “Conceptual Designs of Outfall Systems for Desalination Plants,” Report No. 550, Office of Saline Water, US Department of Interior, Washington DC, 1970.
|
[20]
|
F. M. Holly and A. M. Jr., “Model Study of Dense Jets in Flowing Fluid,” ASCE Journal of Hydraulic Division, Vol. 98, No. 11, 1972, pp. 1921-1933.
|
[21]
|
V. H. Chu and M. B. Goldberg, “Buoyant Forced Plumes in a Cross Flow,” ASCE Journal of Hydraulic Division, Vol. 100, No. 9, 1974, pp. 1203-1214.
|
[22]
|
S. S. Tong and K. D. Stolzenbach, “Submerged Discharge of a Dense Effluent,” Report No. 243, Ralph M Parsons laboratory, Massachusetts Institute of Technology, Cambridge, 1979.
|
[23]
|
W. P. James, I. Vegara and K. Kim, “Dilution of a Dense Vertical Jet,” ASCE Journal of Environmental Engineering, Vol. 109, No. 6, 1983, pp. 1273-1283.
|
[24]
|
T. N. Mcllelan and R. E. Randall, “Measurement of Brine Jet Height and Dilution,” ASCE Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 112, No. 2, 1986, pp. 199-204.
|
[25]
|
R. M. El-Damak, M. F. Helwa and Y. R. Marmoush, “Release of Heavy Wastewater into Aquatic Environment, Experimental Investigation,” Journal of Engineering, Faculty of Engineering, Cairo University, 1990.
|
[26]
|
P. J. W. Roberts and G. Toms, “Inclined Dense Jets in Flowing Current,” Journal of Hydraulic Engineering, Vol. 113, No. 3, 1987, 232-341.
doi:10.1061/(ASCE)0733-9429(1987)113:3(323)
|
[27]
|
H. Zhang and R. H. Baddour, “Maximum Penetration of Vertical Round Dense Jets at Small and Large Densimetric Froude Numbers,” ASCE Journal of Hydraulic Engineering, Vol. 124, No. 5, 1998, pp. 550-553.
|
[28]
|
A. Pantokratoras, “Vertical Penetration of Heated Water Jets Discharged Downwards,” ASCE Journal of Environmental Engineering, Vol. 125, No. 4, 1999, pp. 389- 392.
|
[29]
|
M. E. Abou-El-Haggag, “Environmental Assessment of Brine Disposal via Marine Outfalls,” Master Thesis, Faculty of Engineering, Cairo University, 2005.
|
[30]
|
Fluent Manual for the ANSYS Release 12.1.4, ANSYS Inc., 2009.
|
[31]
|
“Gambit 2.3 User’s guide,” Ansys Release, ANSYS Inc., 2006.
|