Technical Papers
Jun 14, 2022

Mechanisms and Efficiency of Removal of Opportunistic Pathogens in Secondary Effluent by Slow Filtration and Disinfection

Publication: Journal of Environmental Engineering
Volume 148, Issue 8

Abstract

Although the reuse of reclaimed water is one of the ways to solve the water crisis, secondary effluents still contain opportunistic pathogens that pose a potential threat to human health. Herein, we use slow filtration-disinfection as an advanced treatment to explore the removal of opportunistic pathogens such asLegionellaorPseudomonas aeruginosa. We show that, at the same filtration rate, removal is more effective (1) with aerobic heterotrophic biofilm rather than with denitrification or nitrification ones, (2) at the slowest filtration rate of 5  cm/h, and (3) when pathogens adhere to particles. According to the opportunistic pathogens content in the water after adding the disinfectant, the optimal dosage of sodium hypochlorite (NaClO) (8.0  mg/L, calculated as available chlorine concentration) and ultraviolet (UV) (40  mJ/cm2) was determined. To remove opportunistic pathogens, NaClO disinfection in slow filtration water is more effective at lower pH and higher temperature, whereas UV disinfection in slow leaching water is more effective at lower pH and turbidity. Combining slow filtration and disinfection was effective in removing opportunistic pathogens in the secondary effluent, and UV radiation was more effective than NaClO. Removal rates of Legionella and P. aeruginosa by UV exposure were 98.6% and 98.1%, respectively. Although Pseudomonas, Acidovorax, Sphingomonas, and Lactobacillus were also present in the other types of biofilms, they were more abundant in aerobic heterotrophic biofilm and had some inhibitory effect on opportunistic pathogens. Finally, turbidity, but not dissolved organic carbon (DOC), was correlated with opportunistic pathogens in water. In summary, the combined process of slow filtration-disinfection can effectively reduce the content of opportunistic pathogens in the secondary effluent and ensure microbiological safety.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was supported by the National Natural Science Foundation of China (Grant Nos. 52070011 and 51678027) and the Fundamental Research Funds for Beijing University of Civil Engineering and Architecture (Grant No. X18025).

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 148Issue 8August 2022

History

Received: Nov 29, 2021
Accepted: Mar 6, 2022
Published online: Jun 14, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 14, 2022

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Associate Professor, Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China (corresponding author). Email: [email protected]
Postgraduate Student, School of Environmental and Energy Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China. Email: [email protected]
Civil Servant, Beijing Municipal Transportation Commission Mentougou Highway Branch, 27 Binhe Rd., Mentougou District, Beijing 102399, China. Email: [email protected]
Postgraduate Student, School of Environmental and Energy Engineering, Beijing Univ. of Civil Engineering and Architecture, No. 5 West Third Ring North Rd., Haidian District, Beijing 100044, China. Email: [email protected]
Engineer, China IPPR International Engineering Co., Ltd., Beijing 100089, China. Email: [email protected]
Cuimin Feng [email protected]
Professor, Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China. Email: [email protected]

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