Combined sewer overflow treatment: Assessing chemical pre-treatment and microsieve-based filtration in enhancing the performance of UV disinfection

被引:13
作者
Venditto, Tiziana [1 ]
Manoli, Kyriakos [2 ,3 ]
Ray, Ajay K. [1 ]
Sarathy, Siva [1 ,4 ]
机构
[1] Univ Western Ontario, Dept Chem & Biochem Engn, London, ON N6A 5B9, Canada
[2] Univ Cyprus, Nireas Int Water Res Ctr, POB 20537, CY-1678 Nicosia, Cyprus
[3] Univ Cyprus, Dept Civil & Environm Engn, POB 20537, CY-1678 Nicosia, Cyprus
[4] Trojan Technol, London, ON N5V 4T7, Canada
关键词
Combined sewer overflow; UV disinfection; Inactivation kinetic model; Stormwater management model; Filtration; WASTE-WATER; ULTRAVIOLET DISINFECTION; URBAN STORMWATER; BY-PRODUCTS; EFFLUENT; CONTAMINANTS; VARIABILITY; RECLAMATION; PATHOGENS; IMPACT;
D O I
10.1016/j.scitotenv.2021.150725
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Disinfection of combined sewer overflow (CSO) is necessary to reduce the amount of microorganisms discharged into surface waters. In this study, an efficient and cost-competitive treatment for CSO, employing UV disinfection, was developed. High suspended solids content in CSO poses a significant challenge for UV disinfection so labora-tory experiments were carried out to asses the effect of chemical pre-treatment followed by micro-sieve filtration on the reduction of total suspended solids (TSS) and the increase of UV transmittance (UVT). The efficiency of UV, with and without pre-treatment, was investigated and a microbial inactivation model was developed to describe the fecal coliforms (FC) inactivation kinetics. Finally, the environmental impacts of the proposed treatment were simulated at the large-scale by stormwater management model (SWMM), and the cost of the proposed treat-ment train was evaluated and compared with current CSO treatment strategies. Experimental results showed that UV alone achieved 3.6-log reduction of FC at a UV fluence of 80 mJ/cm(2), while a 4-log reduction of FC was achieved at a much lower UV fluence of 10 mJ/cm(2), when the UV disinfection was pre-ceded by chemical pre-treatment and microsieving filtration using a 32 mu m mesh. Under these conditions, the TSS removal achieved was 73%, and the UVT increased from 14% to 32%.The SWMM showed that the proposed CSO treatment achieved a reduction in TSS by one order of magnitude and a decrease in number of FC from 1.05 x 10(14) to 1.24 x 10(10) CFU. The cost analysis performed herein suggests that the proposed treatment train is competitive to current CSO treatment strategies in terms of cost-effectiveness. The study demonstrates the potential of the innovative CSO treatment scheme to quickly and effectively treat a large amount of wastewater flow thus providing municipalities with a low footprint treatment unit for CSO. (C) 2021 Elsevier B.V. All rights reserved.
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页数:10
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