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Comparison of Biological Nutrient Removal Efficiencies on the Different Types of Membrane

분리막 종류에 따른 하수의 생물학적 고도처리 효율 비교 연구

  • Park, Jong-Bu (Research Institute of Technology, Hanwha E&C Corp) ;
  • Shin, Kyung-Sook (Research Institute of Technology, Hanwha E&C Corp) ;
  • Hur, Hyung-Woo (Research Institute of Technology, Hanwha E&C Corp) ;
  • Kang, Ho (Department of Environmetal Engineering, Chungnam University)
  • 박종부 ((주)한화건설 기술연구소) ;
  • 신경숙 ((주)한화건설 기술연구소) ;
  • 허형우 ((주)한화건설 기술연구소) ;
  • 강호 (충남대학교 환경공학과)
  • Received : 2011.02.23
  • Accepted : 2011.04.05
  • Published : 2011.05.30

Abstract

This study was performed to investigate the characteristics of nutrient removal of municipal wastewater in the membrane bioreactor system with the different types of membrane. Membrane bioreactor consists of three reactors such as two intermittent anaerobic and the submerged membrane aerobic reactor with flat sheet and hollow fiber membrane, respectively. The removal efficiencies of $COD_{cr}$, BOD, SS, TN and TP on the flat sheet membrane bioreactor were 94.3%, 99.0%, 99.9%, 70.3% and 63.1%, respectively. In addition, The removal efficiencies of $COD_{cr}$, BOD, SS, TN and TP on the hollow fiber membrane bioreactor were 94.0%, 99.3%, 99.9%, 69.9% and 66.9%, respectively. The estimated true biomass yield, specific denitrification rate (SDNR), specific nitrification rate (SNR) and phosphorus removal content on the flat sheet membrane bioreactor were $0.33kgVSS/kgBOD{\cdot}d$, $0.043mgNO_3-N/mgVSS{\cdot}d$, $0.031mgNH_4-N/mgVSS{\cdot}d$, and 0.144 kgP/d, respectively. In addition, the estimated true biomass yield, specific denitrification rate (SDNR), specific nitrification rate (SNR) and phosphorus removal content on the hollow fiber membrane bioreactor were $0.30kgVSS/kgBOD{\cdot}d$, $0.067mgNO_3-N/mgVSS{\cdot}d$, $0.028mgNH_4-N/mgVSS{\cdot}d$, and 0.121 kgP/d, respectively. There was little difference between the flat sheet and hollow fiber on the nutrient removal efficiencies except SNR and SDNR. These differences between them were caused by the air demand to prevent the membrane fouling. The flux and oxygen demand for air scouring were $19.0L/m^2/hr$ and $2.28m^3/min$ for the flat sheet membrane, and $20.7L/m^2/hr$ and $1.77m^3/min$ for the hollow fiber membrane on an average.

Keywords

References

  1. 김규진, 윤성훈(2001). Membrane Bioreactor(MBR)를 이용한 오.폐수 처리. J. Korean Ind. Eng. Chem., 12(3), pp. 239-248.
  2. 여상민, 이영옥(2006). 생물학적 인 제거 공정에서 탄소원에 따른 미생물군집구조의 변화. 대한환경공학회지, 28(2), pp. 165-172.
  3. 차기철, 유영욱, 이명규, 김동진, 유익근, 엄태규(2003). MBR공정에서 생물대사산물의 농도에 따른 막오염 특성. 수질보전 한국물환경학회지, 19(5), pp. 503-511.
  4. 허형우, 신경숙, 박승국, 박종부, 최은주, 강호(2003). 혐기조의 인 방출 최적화를 위한 영향인자 평가. 대한환경공학회지, 25(11), pp. 1382-1387.
  5. 환경부(2007). 하수도통계.
  6. APHA, AWWA and WEF (1999). Standard Methods for the Examination of Water and Wastewater, 20th Ed., Washington, DC.
  7. Fan, X. J., Urbain, V., Qian, Y., and Manem, J. (1996). Nitrification and mass balance with a membrane bioreactor for municipal wastewater treatment. Wat. Sci. Tech., 34(1-2), pp. 129-136.
  8. Gander, M., Jefferson, B., and Judd, S. (2000). Aerobic MBRs for domestic wastewater treatment: a review with cost consideration. Separation and Purification Technology, 18, pp. 119-130. https://doi.org/10.1016/S1383-5866(99)00056-8
  9. Judd, S. (2006). The Membrane Book: Principles and Applications of Membrane Bioreactors in Water and Wastewater Treatment. Elsevier.
  10. Melin, T., Jefferson, B., Bixio, D., Thoeye, C., Wilde, W., and Koning, J. (2006). Membrane Bioreactor technology on wastewater treatment and reuse. Desalination, 187, pp. 271-282. https://doi.org/10.1016/j.desal.2005.04.086
  11. Stepheson, T., Judd, S., Jefferson, B., and Brindle, K. (2000). Membrane bioreators for wastewater treatment. IWA Publishing, London, U.K.
  12. Wu, C. Y., Chen, Z. Q., Liu, X. H., and Peng, Y. Z. (2007). Nitrification- denitrification via nitrite in SBR using real-time control strategy when treating domestic wastewater. Biochemical Engineering Journal, 36(2), pp. 87-92. https://doi.org/10.1016/j.bej.2007.02.004