• Title/Summary/Keyword: intermittently aerated activated sludge

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Evaluation of CIA(Conventional Intermittent Aeration) and MIA(Modified Intermittent Aeration) in Membrane Submerged Advanced Wastewater Treatment Process (멤브레인을 침지한 하수고도처리공법에서 기존간헐포기와 개량간헐포기의 효율성 비교평가)

  • Seo, In-Seok;Kim, Yeon-Kwon;Kim, Ji-Yeon;Kim, Hong-Suck;Kim, Byung-Goon;Choi, Chang-Gyu;Ahn, Hyo-Won
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.2
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    • pp.257-264
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    • 2006
  • In this study, the treatment of domestic wastewater in a field-scale membrane submerged intermittently aerated activated sludge process($210m^3/day$) was investigated under difference aeration methods. Operating temperature was 5.4 to 25.0 and membrane used in this study is a polyethylene hollow fiber membrane(pore size $0.4{\mu}m$). The range of operating flux was $9.7{\sim}24.4l/m^2-h$ and membrane permeates periodically operated for 7min followed idle for 3 min. The results showed that MIA(modified intermittent aeration) was more efficient in nitrogen and phosphorus removal. The removal efficiencies of T-N and T-P were 73.0% and 69.6% for CIA(conventional intermittent aeration) and 57.5%, 58.6% for MIA (modified intermittent aeration). With application of modified intermittent aeration, DO reached nearly Omg/l within 10 minutes after air off. Organics of influent could be entirely consumed to the denitrification and the P-release without the influence by remained DO in intermittent aeration reactor. Therefore, newly developed KSMBR(Kowaco-KMS-Ssangyoung Membrane Bio-Reactor) process with modified intermittent aeration can be one of the useful process for stable nitrogen and phosphorus removal.

Contactor Coupled Sequencing Batch Reactor for Nitrogen Removal (접촉조 결합형 연속회분식반응조를 이용한 질소제거)

  • Nam, Se-Yong;Lee, Sang-Min;Kim, Dong-Wook;Seo, Yong-Chan
    • Journal of Korean Society of Environmental Engineers
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    • v.27 no.11
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    • pp.1141-1145
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    • 2005
  • A contactor coupled sequencing batch reactor composed of pre-anoxic contact zone and intermittently aerated zone was proposed and operated for nitrogen removal. Emphasis was placed on the fact that the contactor can be operated in a rapid reaction mode that results In biological uptake but incomplete metabolism of organic matter. Consequently, 61.2% of the sewage SCOD was adsorbed to activated sludge by 30-minute contact reaction. The specific uptake of organic matter was 22.3 mg SCOD/g MLVSS that enhanced the denitrification efficiency in the following denitrification stage. The removal efficiencies of the organic matter(SCOD) and the total nitrogen(T-N) were 86% and about 60% at the TCOD/TKN ratio as low as 6.0, respectively.