4.7 Article

Nanoplastics removal during drinking water treatment: Laboratory- and pilot-scale experiments and modeling

期刊

JOURNAL OF HAZARDOUS MATERIALS
卷 436, 期 -, 页码 -

出版社

ELSEVIER
DOI: 10.1016/j.jhazmat.2022.129011

关键词

Nanoplastics; Drinking water treatment; Ozonation; Sand filtration; Granular activated carbon

资金

  1. Eawag (Eawag, Switzerland)
  2. Swiss National Science Foundation (SNF, Switzerland) [(ATG-06-2020]
  3. Zurich Water Works (WVZ) [PCEFP2_186856, PZ00P2_168105]

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This study investigated the behavior and removal of nanoplastics (NPs) during conventional drinking water treatment processes. It was found that sand filtration had the highest efficiency in removing NPs, and slow sand filtration played a dominant role in the overall removal of NPs. These findings are valuable for estimating the NPs removal efficiency in typical DWTPs with similar water treatment chains.
Microplastics detected in potable water sources and tap water have led to concerns about the efficacy of current drinking water treatment processes to remove these contaminants. It is hypothesized that drinking water resources contain nanoplastics (NPs), but the detection of NPs is challenging. We, therefore, used palladium (Pd)labeled NPs to investigate the behavior and removal of NPs during conventional drinking water treatment processes including ozonation, sand and activated carbon filtration. Ozone doses typically applied in drinking water treatment plants (DWTPs) hardly affect the NPs transport in the subsequent filtration systems. Amongst the different filtration media, NPs particles were most efficiently retained when aged (i.e. biofilm coated) sand was used with good agreements between laboratory and pilot scale systems. The removal of NPs through multiple filtration steps in a municipal full-scale DWTP was simulated using the MNMs software code. Removal efficiencies exceeding 3-log units were modeled for a combination of three consecutive filtration steps (rapid sand filtration, activated carbon filtration and slow sand filtration with 0.4-, 0.2- and 3.0-log-removal, respectively). According to the results from the model, the removal of NPs during slow sand filtration dominated the overall NPs removal which is also supported by the laboratory-scale and pilot-scale data. The results from this study can be used to estimate the NPs removal efficiency of typical DWTPs with similar water treatment chains.

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