Tertiary Treatment of Municipal Wastewater and Bypassed Rainfall Treatment using by BAF

BAF를 이용한 하수의 3차 처리 및 by-pass된 우수의 처리

  • Lee, Kwang Je (Korea Engineering Consultants Corporation) ;
  • Park, Jae-Hong (Watershed Management Research Division, National Institute of Environmental Research)
  • 이광제 (한국종합기술개발공사) ;
  • 박재홍 (국립환경연구원 수질총량관리센터)
  • Received : 2000.01.12
  • Accepted : 2005.05.16
  • Published : 2005.07.30

Abstract

The study was conducted with two laboratory biological aerated filter (BAF) reactors: denitrification filter (DF) and nitrification BAF. The influent flow (Q) was fixed to 48 L/d and total empty bed contact time (EBCT) was 1 hr. The flow direction was upflow with NRCY of 1 to 2Q. The secondary effluent was fed to the reactors and the influent concentrations were adjusted with some stock solutions to simulate by-pass concentration during rainfall. The study results indicate that COD and SS removal efficiencies were excellent and not influenced by temperature. Nitrification efficiency was over 90% at the influent loading less than $1.12kg/media\;m^3/d$, but the efficiencies were decreased in low temperature. TN removal efficiencies were 10% to 60%.

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References

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