Numerical modelling of effluent transport in coastal zones
Dražen Vouk
; Sveučilište u Zagrebu, Građevinski fakultet, Zavod za hidrotehniku, Kačićeva 26, 10000 Zagreb, Croatia
Goran Lončar
; Sveučilište u Zagrebu, Građevinski fakultet, Zavod za hidrotehniku, Kačićeva 26, 10000 Zagreb, Croatia
Damir Bekić
; Sveučilište u Zagrebu, Građevinski fakultet, Zavod za hidrotehniku, Kačićeva 26, 10000 Zagreb, Croatia
APA 6th Edition Vouk, D., Lončar, G. i Bekić, D. (2010). Numerical modelling of effluent transport in coastal zones. Tehnički vjesnik, 17 (3), 255-262. Preuzeto s https://hrcak.srce.hr/59636
MLA 8th Edition Vouk, Dražen, et al. "Numerical modelling of effluent transport in coastal zones." Tehnički vjesnik, vol. 17, br. 3, 2010, str. 255-262. https://hrcak.srce.hr/59636. Citirano 06.03.2021.
Chicago 17th Edition Vouk, Dražen, Goran Lončar i Damir Bekić. "Numerical modelling of effluent transport in coastal zones." Tehnički vjesnik 17, br. 3 (2010): 255-262. https://hrcak.srce.hr/59636
Harvard Vouk, D., Lončar, G., i Bekić, D. (2010). 'Numerical modelling of effluent transport in coastal zones', Tehnički vjesnik, 17(3), str. 255-262. Preuzeto s: https://hrcak.srce.hr/59636 (Datum pristupa: 06.03.2021.)
Vancouver Vouk D, Lončar G, Bekić D. Numerical modelling of effluent transport in coastal zones. Tehnički vjesnik [Internet]. 2010 [pristupljeno 06.03.2021.];17(3):255-262. Dostupno na: https://hrcak.srce.hr/59636
IEEE D. Vouk, G. Lončar i D. Bekić, "Numerical modelling of effluent transport in coastal zones", Tehnički vjesnik, vol.17, br. 3, str. 255-262, 2010. [Online]. Dostupno na: https://hrcak.srce.hr/59636. [Citirano: 06.03.2021.]
Sažetak Effluent transport in the aquatic environment can be described by using very complex mathematical formulations that include the most relevant processes and their unsteadiness and non-uniformity. This paper gives some evidence of the capability and importance of numerical modelling implementation in the analysis of effluent transport, following the discharge from sewerage submarine outfalls. Numerical models Cormix, Mike 21fm, Mike 3fm and ROMS are described in brief and applied to a particular example in the vicinity of the city of Poreč. Five separate sewerage systems and associated submarine outfalls were encompassed within the numerical model spatial domain: Lanterna, Červar-Porat, Poreč north, Island Sv. Nikola, Poreč south, Petalon i Koversada. Two scenarios of effluent treatment and discharge are modelled that represent the present and the future-planned state according to the development concept project. Positive aspects from the planned activities are obtained through comparison between the faecal coliforms concentration dynamics.