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Effect of upflow velocity on the effluent membrane fouling potential in membrane coupled upflow anaerobic sludge blanket reactors

  • Hale Ozgun*
  • , Mustafa Evren Ersahin
  • , Yu Tao
  • , Henri Spanjers
  • , Jules B. van Lier
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

This study investigated the effect of upflow velocity (Vup) on biological removal efficiency and effluent filterability in a laboratory scale upflow anaerobic sludge blanket (UASB) reactor. Upflow velocities of 1.2, 0.6 and 1.2m/h were applied in three successive stages over a total operation period of 116days. Filterability tests were carried out during each stage in order to assess the effect of Vup on subsequent membrane performance. Results indicated a significant impact of Vup on both biological performance and physicochemical effluent characteristics. The observed differences in protein/carbohydrate ratio and particle size distribution (PSD), which play important roles in membrane fouling, lead to the hypothesis that Vup is a critical parameter for effluent filterability in membrane coupled UASB reactors. Results showed that filterability of the effluent during the operation at 0.6m/h was better than that during the operation at 1.2m/h.

Original languageEnglish
Pages (from-to)285-292
Number of pages8
JournalBioresource Technology
Volume147
DOIs
StatePublished - Nov 2013

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 7 - Affordable and Clean Energy
    SDG 7 Affordable and Clean Energy
  2. SDG 11 - Sustainable Cities and Communities
    SDG 11 Sustainable Cities and Communities

Keywords

  • Anaerobic membrane bioreactor
  • Filterability
  • Municipal wastewater
  • Upflow anaerobic sludge blanket reactor
  • Upflow velocity

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