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Achieving zero fouling in the ultrafiltration for secondary water supply systems in the absence of residual chlorine. | LitMetric

AI Article Synopsis

  • Ultrafiltration (UF) technology is commonly used in secondary water supply systems to ensure high-quality drinking water but struggles with membrane fouling that complicates maintenance.
  • This study aimed to achieve zero fouling in UF systems without cleaning, and successfully maintained stable fouling resistance over three months at a flux of 10 L/(m h) without chlorine, thanks to a self-regulating biofouling layer.
  • While chlorine reduced fouling at higher fluxes, it inhibited microbial activity necessary for zero fouling at lower fluxes; intermittent filtration was found to be effective in managing fouling through biodegradation of accumulations.

Article Abstract

Ultrafiltration (UF) technology is widely used in secondary water supply systems (SWSS) to provide high-quality drinking water. However, the challenge of severe membrane fouling, which leads to frequent cleaning requirements, makes UF maintenance intensive. In this study, we tried to validate the feasibility of achieving zero fouling without the need for cleaning in the UF for SWSS, i.e., the fouling resistance can be maintained for a very long time without any increase. We operated dead-end UF systems at different fluxes, both with and without residual chlorine, and monitored the formation of fouling layers during filtration. The results demonstrated the successful achievement of zero fouling under a flux of 10 L/(m h) in the absence of chlorine, evidenced by no increase in transmembrane pressure for three months. This zero-fouling phenomenon was attributed to the formation of a self-regulating biofouling layer. This biofouling layer could degrade the deposited foulants and featured a loose morphology, facilitated by microbial activities in the cake layer. Although residual chlorine reduced the fouling rate by half at a flux of 30 L/(m h), it hindered the achievement of zero fouling at the lower flux of 10 L/(m h), due to its inhibitory effect on microbial activity. Intermittent operation of UF was effective in achieving zero fouling at higher fluxes (e.g., 30 L/(m h)). This benefit was primarily ascribed to the biodegradation of accumulated foulants and the expansion of biofouling layer during the pause of the intermittent filtration, which prompted the formation of biofouling layers with loose structure and balanced composition. To the best of our knowledge, this study is the first attempt to achieve zero fouling in UF for SWSS, and the findings may offer valuable insights for the development of cleaning-free and low-maintenance membrane processes.

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Source
http://dx.doi.org/10.1016/j.watres.2024.121281DOI Listing

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