Document Type : Research Paper

Authors

1 M.Sc. Student, Department of Water and Environmental Engineering, Faculty of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran

2 Assist. Professor, Department of Water and Environmental Engineering, Faculty of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran

Keywords

Main Subjects

Abessi, O. and Roberts P. J. (2014). Multiport diffusers for dense discharges. J. Hydraul. Eng., 140(8), 04014032.
Abessi, O. and Roberts, P. J. (2016). Dense jet discharges in shallow water. J. Hydraul. Eng., 142(1), 04015033.
Abessi, O. and Roberts P. J. (2017). Multiport diffusers for dense discharge in flowing ambient water. J. Hydraul. Eng., 143(6), 04017003.
Angelidis, P., Kalpakis, D., Gyrikis, V. and Kotsovinos, N. (2017). 2D brine sewage after impinging on a shallow sea free surface. Environ. Fluid Mech., 17(3), 615-28.
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.
Cipollina, A., Brucato A., Grisafi, F. and Nicosia, S. (2005). Bench-scale investigation of inclined dense jets. J. Hydraul. Eng., 131(11), 1017-1022.
Del-Pilar-Ruso, Y., Martinez-Garcia, E., Giménez-Casalduero, F., Loya-Fernández, A., Ferrero-Vicente, L. M., Marco-Méndez, C., Sánchez-Lizaso, J. L. (2015). Benthic community recovery from brine impact after the implementation of mitigation measures. Water Res., 70, 325–336.
Heck, N., Lykkebo Petersen, K., Potts, D. C., Haddad, B. and Paytan, A. (2018). Predictors of coastal stakeholders' knowledge about seawater desalination impacts on marine ecosystems. Sci. Tot. Environ., 639, 785–792.
Jiang, B., Law, A. W. K. and Lee, J. H. W. (2014). Mixing of 30 and 45 inclined dense jets in shallow coastal waters. J. Hydraul. Eng., 140(3), 241-253.
Khorsandi, B., Gaskin, S., and Mydlarski, L. (2013). Effect of background turbulence on an axisymmetric turbulent jet. J. Fluid Mech., 736, 250-286.
Loya-Fernández, Á., Ferrero-Vicente, L. M., Marco-Méndez, C., Martínez-García, E., Zubcoff, J., & Sánchez-Lizaso, J. L. (2012). Comparing four mixing zone models with brine discharge measurements from a reverse osmosis desalination plant in Spain. Desalination286, 217-224.
Loya-Fernández, Á., Ferrero-Vicente, L. M., Marco-Méndez, C., Martínez-García, E., Vallejo, J. J. Z., & Sánchez-Lizaso, J. L. (2018). Quantifying the efficiency of a mono-port diffuser in the dispersion of brine discharges. Desalination, 431, 27-34.
Lykkebo Petersen, K., Heck, N., Reguero, B. G., Potts, D., Hovagimian, A., and Paytan, A. (2019) Biological and Physical Effects of Brine Discharge from the Carlsbad Desalination Plant and Implications for Future Desalination Plant Constructions. Water, 11(2), 208.
Moeini, M., Khorsandi, B. and Mydlarski, L. (2021). Effect of coflow turbulence on the dynamics and mixing of a non-buoyant turbulent jet. J. Hydraul. Eng., 147(1), 04020088.
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. Desal., 290, 14-27.
Papakonstantis, I. G., & Tsatsara, E. I. (2018). Trajectory characteristics of inclined turbulent dense jets. Environmental Processes5(3), 539-554.
Papakonstantis, I. G., & Tsatsara, E. I. (2019). Mixing characteristics of inclined turbulent dense jets. Environmental Processes, 6(2), 525-541.
Panagopoulos, A. and Haralambous, K. J. (2020). Environmental impacts of desalination and brine treatment - Challenges and mitigation measures. Marine Pollut. Bull., 161B, 111773.
Portillo, E., Louzara, G., Ruiz de la Rosa, M., Quesada, J., Gonzalez, J. C., Roque, F. and Mendoza, H. (2012). Venturi diffusers as enhancing devices for the dilution process in desalination plant brine discharges. Desal. Water Treat., 51 (1–3), 525–542.
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.