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Tertiary treatment of a secondary effluent by the coupling of coagulation-flocculation-disinfection for irrigation reuse

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Üstün, Gökhan Ekrem
Solmaz, Seval Kutlu Akal
Başkaya, Hüseyin Savaş

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Çiner, Fehiman

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Elsevier

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Abstract

The aim of this study was to investigate the performance of a tertiary treatment system for irrigation reuse of secondary urban effluents. The tertiary treatment units (including coagulation-flocculation-disinfection) were evaluated using a pilot-scale plant (0.24 m(3) h(-1) of capacity) located in the wastewater treatment plant of Bursa in Turkey. The results showed that the highest removal efficiencies using coagulation, flocculation and disinfection of suspended solids, chemical oxygen demand, turbidity and total coliform were determined to be 64%, 39%, 81% and 5-log reduction, respectively. Additionally, the concentration of heavy metals was below the national and international standards. The results from the tertiary treatment of urban effluent suggest that it can be used as a viable water resource for irrigation.

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Engineering, Water resources, Tertiary treatment, Reuse, Irrigation, Urban effluent, Secondary effluent, Water-treatment technologies, Waste-water, Advanced oxidation, Removal, Soil, Bursa [Bursa (PRV)], Bursa [Turkey], Turkey, Chemical oxygen demand, Chemical water treatment, Coagulation, Disinfection, Effluents, Flocculation, Heavy metals, Irrigation, Turbidity, Wastewater, Wastewater treatment, Water treatment plants, International standards, Pilot scale, Removal efficiencies, Reuse, Secondary effluent, Suspended solids, Tertiary treatment systems, Urban effluents, Wastewater treatment plants, Effluent, Heavy metal, Solid, Effluent treatment

Citation

Üstün, G. E. vd. (2011). "Tertiary treatment of a secondary effluent by the coupling of coagulation-flocculation-disinfection for irrigation reuse". Desalination, 277(1-3), 207-212.

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