Microplastic pollution in wastewater treatment plants in the city of C?diz: Abundance, removal efficiency and presence in receiving water body

被引:89
|
作者
Franco, A. A. [1 ]
Arellano, J. M. [2 ]
Albendin, G. [2 ]
Rodriguez-Barroso, R. [1 ]
Quiroga, J. M. [1 ]
Coello, M. D. [1 ]
机构
[1] Univ Cadiz, Environm Technol Dept, Univ Inst Marine Res INMAR, Fac Marine & Environm Sci,Int Campus Excellence S, Cadiz 11510, Spain
[2] Univ Cadiz, Toxicol Dept, Univ Inst Marine Res INMAR, Fac Marine & Environm Sci,Int Campus Excellence S, Cadiz 11510, Spain
关键词
Wastewater treatment plant; Microplastics; FTIR; Receiving water body; Polymers; FATE; FIBERS; FOCUS;
D O I
10.1016/j.scitotenv.2021.145795
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Wastewater treatment plants (WWTPs) have been appointed as one of the main sources of microplastics (MP) into marine ecosystems. The aim of this research work has been to study the influent and effluent of two WWTPs, both located in C?diz, with different wastewater source (industrial and urban), as well as the receiving water bodies where the facilities discharge their sewage. MP were collected, extracted from wastewater matrixes and analysed according to the abundance, shape, size, and type of polymer, along with the removal rates of MPs in the plants. Subsequently, the data obtained on both WWTPs were compared, the main difference among the WWTPs was the amount of microplastics found in the wastewater, as well as the presence of polymers with resins from industrial activities. The results from this study established that the most representative form was fibers; about the size, 100?355 ?m fraction was the most abundant, followed by 355?1000 ?m and finally the size among 1000?5000 ?m. Regarding to the type of polymers, 17 were identified using attenuated total refraction Fourier-transformed infrared spectroscopy (ATR-FTIR). Further, PVC, PE, EAA and HDPE were the largest found polymers. The presence of MPs in the influent varied from 645.03 ? 182.24 MPs/L to 1567.49 ? 413.18 MPs/Lin the urban and industrial WWTP respectively; in the effluent, it varied from 16.40 ? 7.85 MPs/L to 131.35 ? 95.36 MPs/L. The removal rate overcome the 90% in all the samples.
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页数:9
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