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To What Extent Can Full-Scale Wastewater Treatment Plant Effluent Influence the Occurrence of Silver-Based Nanoparticles in Surface Waters?

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Division of Analytical Chemistry, Department of Chemistry, Technical University of Munich, Garching 85748, Germany
Institute of Quality and Standard of Agro-Products, Zhejiang Academy of Agricultural Sciences, Hangzhou 310021, China
§ Chair of Urban Water Systems Engineering, Technical University of Munich, Garching 85748, Germany
*B. Helmreich. E-Mail: [email protected]. Tel: +49 (0)89 289 13719. Fax: +49 (0)89 289 13718.
*M. Schuster. E-Mail: [email protected]. Tel: +49 (0)89 289 13763. Fax: +49 (0)89 289 14513.
Cite this: Environ. Sci. Technol. 2016, 50, 12, 6327–6333
Publication Date (Web):May 26, 2016
https://doi.org/10.1021/acs.est.6b00694
Copyright © 2016 American Chemical Society

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    Silver-based nanoparticles (Ag-b-NPs) emitted by wastewater treatment plants (WWTPs) are considered to be widely present in the natural environment. However, there is much that is unknown about the effect of WWTP effluent on the occurrence of Ag-b-NPs in surface waters. On the basis of field analysis of representative WWTPs in Germany, we demonstrate that more than 96.4% of Ag-b-NPs from wastewater influent are removed through WWTPs, even though influent contains Ag-b-NP concentrations of tens to hundreds ng L–1, resulting in effluent Ag-b-NP concentrations of 0.7–11.1 ng L–1 over the seasons. The estimated flux of Ag-b-NPs associated with WWTPs effluent discharge is ∼33 kg y–1 in Germany. WWTPs effluent increases Ag-b-NP levels of the River Isar to 2.0–8.6 ng L–1, while remarkable decreases are observed at sites ∼1.5 km downstream of each discharge point, and Ag-b-NP levels then keep stable (0.9–2.3 ng L–1) until the next discharge point, showing subtle differences in Ag-b-NP levels between the river and reference lakes without industrial sources and WWTPs effluent discharge. Our results demonstrate that WWTPs effluent can exert a clear influence on the occurrence of Ag-b-NPs in surface waters.

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    • Schematic diagrams of the investigated full-scale WWTPs (Figure S1). Sampling sites along the River Isar and surrounding lakes (Figure S2). Typical function for a CPE ET-AAS calibration with 0.2, 0.5, 1.0, and 3.0 ng L–1 AgNPs (Figure S3). Ag-b-NP concentrations (ng L–1) in samples collected from different treatment units of two representative full-scale municipal WWTPs (Figure S4). Estimated Ag-b-NP fluxes associated with WWTP effluent (Figure S5). Seasonal and weather influences on the influent flow rate of the investigated municipal WWTPs (Table S1). Basic characteristics of water samples from the River Isar with total length of 295 km (Table S2). Location of sampling sites (Table S3). Flow rates of the River Isar at different sampling sites (Table S4). Basic characteristics of water samples from lakes (Table S5). (PDF)

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