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Frontiers of Environmental Science & Engineering

ISSN 2095-2201

ISSN 2095-221X(Online)

CN 10-1013/X

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2018 Impact Factor: 3.883

Front. Environ. Sci. Eng.    2024, Vol. 18 Issue (9) : 117    https://doi.org/10.1007/s11783-024-1877-3
Distribution characteristics and removal rate of antibiotics and antibiotic resistance genes in different treatment processes of two drinking water plants
Jun Wang1,2, Mingtao Huang1, Bolin Li1(), Hassan Ibrahim Mohamed3, Huanjie Song1, Gezi Li1, Ying Yu1, Han Zhang1, Weimin Xie4()
1. School of Resource and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
2. Wuhan Lingang Economic and Technological Development Zone Service Industry Development Investment Group Co. Ltd., Wuhan 430040, China
3. Civil Engineering Department, Faculty of Engineering, Assiut University, Assiut 71516, Egypt
4. Changjiang Basin Ecology Environment and Monitoring and Scientific Research Center, Changjiang Basin Ecology and Environment Administration, Ministry of Ecological Environment, Wuhan 430010, China
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Abstract

● Spatiotemporal distribution of conventional and emerging pollutants was analyzed.

● Removal of pollutants by different precipitation and filtration processes was assessed.

● Effect of ozone-activated carbon process on pollutant removal efficiency was determined.

Emerging pollutants, such as antibiotics and antibiotic-resistance genes, are becoming increasingly important sources of safety and health concerns. Drinking water safety, which is closely related to human health, should receive more attention than natural water body safety. However, minimal research has been performed on the efficacy of existing treatment processes in water treatment plants for the removal of antibiotics and antibiotic resistance genes. To address this research gap, this study detected and analyzed six main antibiotics and nine antibiotic resistance genes in the treatment processes of two drinking water plants in Wuhan. Samples were collected over three months and then detected and analyzed using ultra-high-performance liquid chromatography-tandem mass spectrometry and fluorescence quantitation. The total concentrations of antibiotics and antibiotic resistance genes in the influent water of the two water plants were characterized as December > March > June. The precipitation and filtration processes of the Zou Maling Water Plant and Yu Shidun Water Plant successfully removed the antibiotics. The ozone-activated carbon process increased the removal rate of most antibiotics to 100%. However, a large amount of antibiotic resistance gene residues remained in the effluents of the two water plants. The experiments demonstrated that the existing ozone-activated carbon processes could not effectively remove antibiotic resistance genes. This study provides a reference for the optimization of drinking water treatment processes for antibiotics and antibiotic resistance gene removal.

Keywords Antibiotics      Antibiotics resistance genes      Water treatment process unit      Spatiotemporal distribution      Removal efficacy     
Corresponding Author(s): Bolin Li,Weimin Xie   
Issue Date: 24 July 2024
 Cite this article:   
Jun Wang,Mingtao Huang,Bolin Li, et al. Distribution characteristics and removal rate of antibiotics and antibiotic resistance genes in different treatment processes of two drinking water plants[J]. Front. Environ. Sci. Eng., 2024, 18(9): 117.
 URL:  
https://academic.hep.com.cn/fese/EN/10.1007/s11783-024-1877-3
https://academic.hep.com.cn/fese/EN/Y2024/V18/I9/117
Number Name Manufacturer Model
1 Ultra-performance liquid chromatography tandem Mass spectrometer Waters ACQITY H/TQ-S
2 Automatic solid phase extractor Taike SPE1000-04
3 High-capacity refrigerated centrifuges Thermo Fisher Micro 21
4 Real-time PCR instrument Jena QTower2.2
5 DNA extraction kit MOBIO PowerSoil
6 Fluorescence assay kits Vazyme ChamQ SRBR GreenII
Tab.1  Required experiment equipments and instruments
Fig.1  Process flow and sampling point distribution of WP-A and WP-B.
Parameter category Numeric value
Capillary voltage 3.0 kV
Temperature of the ion source 150 °C
Temperature of N2 550 °C
Cone air flow rate 50 L/h
Impact gas flow rate 0.15 mL/min
Tab.2  MS-MS operating system parameters
Components Volume (µL)
2 × ChamQ Universal SYBR qPCR Master Mix 10
Positive primer 0.4
Reverse primer 0.4
Template DNA 2
ddH2O 7.2
Tab.3  QPCR reaction system
Fig.2  Concentration distributions of conventional pollutants in the water treatment processes in (a) December 2020, (b) March 2021, and (c) June 2021.
Fig.3  Distribution of antibiotic concentrations in the water treatment processes in (a) December 2020, (b) March 2021, and (c) June 2021.
Fig.4  Absolute quantitative logarithmic heat map of ARGs in the water treatment processes in (a) December 2020, (b) March 2021, and (c) June 2021.
Fig.5  Removal of antibiotics and ARGs by different processes.
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