Effective Total Nitrogen (TN) Removal in Partially Aerated Biological Aerated Filter (BAF) with Dual Size Sand Media

다중 모래 여재를 적용한 부분 포기 Biological Aerated Filter의 효과적인 Total Nitrogen (TN) 제거

  • 강정희 (세종대학교 토목환경공학과) ;
  • 송지현 (세종대학교 토목환경공학과) ;
  • 하정협 (세종대학교 토목환경공학과)
  • Received : 2009.09.02
  • Accepted : 2010.01.15
  • Published : 2010.02.15

Abstract

A pilot-scale biological aerated filter (BAF) was operated with an anaerobic, anoxic and oxic zone at $23{\pm}1^{\circ}C$. The influent sCOD and total nitrogen concentrations in the feedwater were approximately 250 mg/L and 35 mg N/L, respectively. sCOD removal at optimum hydraulic retention time (HRT) of 3 hours with recirculation rates of 100, 200 and 300% in the column was more than 96%. Total nitrogen removal was consistently above 80% for 4 and 6 hours HRT at 300% recirculation. For 3 hours HRT and 300% recirculation, total nitrogen removal was approximately 79%. Based on fitting results, the kinetic parameter values on nitrification and denitrification show that as recirculation rates increased, the rate of ammonia and nitrate transformation increased. The ammonium loading rates for maximum ammonium removed were 0.15 and 0.19 kg $NH_3$-N/$m^3$-day for 100% and 200% recirculation, respectively. The experimental results demonstrated that the BAF can be operated at an HRT of 3 hours with 200 - 300% recirculation rates with more than 96 % removal of sCOD and ammonium, and at least 75% removal of total nitrogen.

Keywords

References

  1. American Public Health Association (APHA). (2002). Standard Methods for the Examination of Water and Wastewater, 20th ed., APHA, Washington D.C.
  2. Boller, M. and Gujer, W. (1986). Nitrification in Tertiary Trickling Filters Followed by Deep-Bed Filters, Water Res., 20(11): 1363-1373. https://doi.org/10.1016/0043-1354(86)90134-X
  3. Chui, P. C., Terashima, Y., Tay, J.H. and Ozaki, H. (1996). Performance of a Partly Aerated Biofilter in the Removal of Nitrogen, Wat. Sci. Tech., 34(1-2):187-194. https://doi.org/10.1016/0273-1223(96)00509-4
  4. Hultman, B. J nsson, K. and Plaza, E. (1994). Combined Nitrogen and Phophorus Removal in A Full-scale Continuous Up-flow Sand Filter, Wat. Sci. Tech., 29(10-11):127-134.
  5. Metcalf and Eddy. (2003). Wastewater Engineering, Treatment and Reuse, 4th edition. McGraw Hill Inc., New York.
  6. Ong, S. L., Hu, J. Y., Lee, L. Y., Ng, W. J. and Song, L. F. (2002). Packed Bed Columns for High Rate Nitrogen and Carbon Removals, Wat. Sci. Tech., 46(11-12):57-62.
  7. Peladan J. -G., Lemmel, H. and Rujol, R. (1996). High Nitrification Rate with Upflow Biofiltration, Wat. Sci. Tech.,34(1-2):347-353. https://doi.org/10.1016/0273-1223(96)00543-4
  8. Pujol, R., Hamon, K., Kandel, X. and Lemmel, H. (1994). Biofilters: Flexible, Reliable Biological Reactors, Wat. Sci. Tech., 29(10-11):33-38.
  9. Pujol, R. (2000). Process Improvement for Upflow Submerged Biofilters, Water21, April:25 - 29.
  10. Rogalla, F. and Bourbigot, M. M. (1990). New Developments in Complete Nitrogen Removal with Biological Aerated Filters, Wat. Sci. Tech., 22(1-2):273-280.
  11. Rogalla, F., Banard, M., Hansen, F. and Dansholem, P. (1992). Upscaling aCompact Nitrogen Removal Process, Wat. Sci. Tech., 26(5-6):1067-1076.
  12. Sanz, J. P., Freund, M. and Hother, S. (1996). Nitrification and Denitrification in Continuous Upflow Filters-Process Modelling and Optimization, Wat. Sci. Tech., 34(1-2):441-448. https://doi.org/10.1016/0273-1223(96)00533-1
  13. Sen, P. and Dentel, S. K. (1998). Simultaneous Nitrification-Denitrification in a Fludized Bed Reactor, Wat. Sci. Tech., 38(1):247-254. https://doi.org/10.1016/S0273-1223(98)00473-9
  14. Tay, J. H., Chui, P. C. and Li, H. (2003). Influence of COD:N:P Ratio on Nitrogen and Phosphorus Removal in Fixed-Bed Filter, J. Env. Eng. Div., ASCE. 129(4):285-290. https://doi.org/10.1061/(ASCE)0733-9372(2003)129:4(285)
  15. Tschui, M., Boller, M., Gujer, W., Eugster, C., M der, C. and Stengel, C. (1994) Tertiary Nitrification in Aerated Pilot Biofilters, Wat. Sci. Tech., 29(10-11):53-60.
  16. 정용준, 배종홍, 권구호, 민경석 (2004). BAF 공정을 이용한 제직폐수의 재이용, 한국물환경학회지, 20(6): 664-669.
  17. 성문성, 장 덕, 서성철, 정보림 (1999). 고효율 혐기성반응조 및 호기성여상 조합시스템에 의한 질소, 유기물 동시제거, 대한상하수도학회지, 13(2): 55-65.