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Comparison of benzotriazole ultraviolet stabilizers (BUVs) removal from wastewater after subsequent stages of sequencing batch reactor (SBR) treatment process.
Struk-Sokolowska, Joanna; Faszczewska, Alicja; Kotowska, Urszula; Mielcarek, Artur.
Afiliación
  • Struk-Sokolowska J; Bialystok University of Technology, Faculty of Civil Engineering and Environmental Sciences, Wiejska 45A, 15-351 Bialystok, Poland. Electronic address: j.struk@pb.edu.pl.
  • Faszczewska A; Bialystok University of Technology, Faculty of Civil Engineering and Environmental Sciences, Wiejska 45A, 15-351 Bialystok, Poland.
  • Kotowska U; University of Bialystok, Faculty of Chemistry, Ciolkowskiego 1K, 15-245 Bialystok, Poland. Electronic address: ukrajew@uwb.edu.pl.
  • Mielcarek A; University of Warmia and Mazury in Olsztyn, Faculty of Geoengineering, Warszawska 117a, 10-719 Olsztyn, Poland. Electronic address: artur.mielcarek@uwm.edu.pl.
Sci Total Environ ; 914: 169813, 2024 Mar 01.
Article en En | MEDLINE | ID: mdl-38184258
ABSTRACT
The research focused on benzotriazole ultraviolet stabilizers (BUVs) which are commonly used compounds despite being found dangerous, e.g. promoting breast cancer cell proliferation, damaging vital organs such as hearts, brains livers and kidneys. The aim of the study was to analyse the efficiency and removal rate of BUVs from wastewater depending on the quantity of tested compounds and SBR anaerobic-aerobic conditions. The study was conducted in sequencing batch reactors (SBRs - 17 L) with real flocculent activated sludge (8 L) and model wastewater (5 L) containing UV-326, UV-327, UV-328, UV-329 and UV-P from 50 to 600 µg∙L-1. The SBR were operated in 390 cycles of 7 h and 10 min over 130 days. The similarity of the technological parameters of the treatment process to those used in a real wastewater treatment plant was maintained. Efficiency removal of individual BUVs was strictly dependent on the dose of compounds introduced into wastewater and ranged from 68.2 to 97 %. Removal of UV-329 occurred with lowest efficiency (from 68.2 to 85.2 %) while UV-326 was most efficiently removed from the wastewater (from 94.1 to 97 %). UV-329 was removed from wastewater with the lowest (0.0968-0.9524 µg∙L-1∙min-1) average removal rate while UV-327 with the highest (0.16-1.3357 µg∙L-1∙min-1), irrespective of BUVs dose in the influent. Secondary release of BUVs into the wastewater occurred in SBR during the settling phase and was dependent on the type and concentration of the BUVs in the raw wastewater. This occurrence was noted for UV-326 ≥ 100; UV-327 = 600; UV-328 ≥ 200; UV-329 ≥ 50 and UV-P ≥ 100 µg∙L-1. The settling phase needs to be shortened to the required minimum. This is an important conclusion for WWTPs in regards to SBR cycle duration and technological parameters of the treatment process.
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Texto completo: 1 Banco de datos: MEDLINE Asunto principal: Triazoles / Eliminación de Residuos Líquidos / Aguas Residuales Idioma: En Año: 2024 Tipo del documento: Article

Texto completo: 1 Banco de datos: MEDLINE Asunto principal: Triazoles / Eliminación de Residuos Líquidos / Aguas Residuales Idioma: En Año: 2024 Tipo del documento: Article