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The Use of Microfiltration for the Pretreatment of Backwash Water from Sand Filters.
Wolska, Malgorzata; Kabsch-Korbutowicz, Malgorzata; Rosinska, Agata; Solipiwko-Piescik, Anna; Urbanska-Kozlowska, Halina.
Afiliação
  • Wolska M; Faculty of Environmental Engineering, Wroclaw University of Science and Technology, 27 Wybrzeze Wyspianskiego st., 50-370 Wroclaw, Poland.
  • Kabsch-Korbutowicz M; Faculty of Environmental Engineering, Wroclaw University of Science and Technology, 27 Wybrzeze Wyspianskiego st., 50-370 Wroclaw, Poland.
  • Rosinska A; Faculty of Infrastructure and Environment, Czestochowa University of Technology, 60a Brzeznicka st., 42-200 Czestochowa, Poland.
  • Solipiwko-Piescik A; Faculty of Environmental Engineering, Wroclaw University of Science and Technology, 27 Wybrzeze Wyspianskiego st., 50-370 Wroclaw, Poland.
  • Urbanska-Kozlowska H; Wroclaw Municipal Water and Sewage Company, Na Grobli 14/16, 50-421 Wroclaw, Poland.
Materials (Basel) ; 17(12)2024 Jun 10.
Article em En | MEDLINE | ID: mdl-38930189
ABSTRACT
Tests of microfiltration efficiency used for the pretreatment of backwash water from sand filters were conducted at two water treatment plants treating surface water and infiltration water. Microfiltration efficiency was evaluated for three membrane modules two with polymeric membranes and one with a ceramic membrane. This study showed that the contaminants that limit the reuse of backwash water from both plants by returning them to the water treatment line are mostly microorganisms, including pathogenic species (Clostridium perfringens). Additionally, in the case of backwash water from infiltration water treatment, iron and manganese compounds also had to be removed before its recirculation to the water treatment system. Unexpectedly, organic carbon concentrations in both types of backwash water were similar to those present in intake waters. Microfiltration provided for the removal of organic matter, ranging from 19.9% to 44.5% and from 7.2% to 53.9% for backwash water from the treatments of surface water and infiltration water, respectively. Furthermore, the efficiency of the iron removal from backwash water from infiltration water treatment was sufficient to ensure good intake water quality. On the other hand, manganese concentrations in the backwash water, from infiltration water treatment, pretreated using the microfiltration process exceeded the levels found in the intake water and were, therefore, an additional limiting factor for the reuse of the backwash water. In both types of backwash water, the number of microorganisms, including Clostridium perfringens (a pathogenic one), was a limiting parameter for backwash water reuse without pretreatment. The results of the present study showed the possibility for using microfiltration for the pretreatment of backwash water, regardless of its origin but not as the sole process. More complex technological systems are needed before recirculating backwash water into the water treatment system. The polyvinylidene fluoride (PVDF) membrane proved to be the most effective for DOC and microorganism removal from backwash water.
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Texto completo: 1 Base de dados: MEDLINE Idioma: En Ano de publicação: 2024 Tipo de documento: Article

Texto completo: 1 Base de dados: MEDLINE Idioma: En Ano de publicação: 2024 Tipo de documento: Article