A Study on the Growth Characteristics of Commercially Developed Nitrifying Bacteria and its Application to Activated Sludge Process

상업용 질산화 박테리아의 성장특성과 활성슬러지 공정에서의 적용 방법에 따른 연구

  • 황규대 (경희대학교 환경공학과) ;
  • 이봉희 (경희대학교 환경공학과)
  • Received : 2006.04.24
  • Accepted : 2006.08.08
  • Published : 2006.08.15

Abstract

The growth characteristics of Commercially Developed Nitrifying Bacteria (CDNB) were studied in laboratoryscale. CDNB, a pure, artificially isolated bacterium, was cultivated to produce Cultivated Nitrifying Bacterium Group (CNBG). The average ammonia removal rate of CDNB was 0.0234g $NH_4^+-N/g$ MLSS/hr. CNBG was produced in the batch reactor and Specific Nitrification Rate (SNR) was determined at 0.0107g $NH_4^+-N/g$ MLSS/hr. The SNR of CNBG was lower than the SNR of CDNB because the diverse and multi-cultured microbial growth took place during cultivation. The effect of the temperatures and the mixing ratios of sewage and culture solution on the SNR of CNBG was studied. The SNR of CNBG, 0.0107g $NH_4^+-N/g$ MLSS/hr at $27^{\circ}C$, decreased to 0.0048g $NH_4^+-N/g$ MLSS/hr at $15^{\circ}C$, and temperature coefficient (${\Theta}$) was calculated to be 1.07. With the varied sewage mixing ratios, the SNR of CNBG remained unchanged. Activated sludge reactors maintaining an MLSS of 2,000mg/L at HRT of 4 h were operated under conditions in which dosage of Concentrated CNBG Solution (CCNBGS, 10,000mg MLSS/L) and application method of CNBG were varied. The reactor with 20mL of CCNBGS took shorter time to oxidize $NH_4^+-N$ reaching 1mg/L than the reactor with 5mL of CCNBGS showing that higher dosages were associated with greater mass removal of $NH_4^+-N$. However, the total removal was not great. In terms of different methods of CNBG application, reactor seeded with 20mL of CCNBGS took 3days to reach 1mg/L of effluent ammonia concentration while reactor dosed with 20% (v/v) CNBG implanted media took 2days. Both the control reactor and the reactor dosed with 20% (v/v) media only did not reach 1mg $NH_4^+-N/L$ after operating 18days. The reactor with CNBG implanted media had the highest $NH_4^+-N$ removal rate because of maintaining high concentration of Nitrifying Oxidizing Bacteria (NOM), and is regarded as an appropriate method for the activated sludge process.

Keywords

References

  1. 김복현, 정윤진, 조종복, 황규대 (1993) 1차 침전지가 없는 활성슬러지 공정의 동력학 계수 및 슬러지 생산량에 관한연구, 한국물환경학회지, 9(4), pp. 208-215
  2. 김종철 (2004) 활성슬러지 공정에서 유입수의 성상변화가 질산화 미생물 분포에 미치는 영향, 경희대학교
  3. 박지현, 이명숙 (1998) 암모니아 산화세균의 분리와 그 특성, 한국수산학회지, 31(5), pp. 760-766
  4. 서근학, 김병진, 조문철, 조진구, 김용하, 김성구 (1998) 고정화된 질화 세균군에 의한 암모니아성 질소제거, 한국생물공학회지, 13(3), pp. 238-132
  5. 전향배, 박상민, 박노백 (2004) 질산화 반응에 미치는 SRT 및 HRT의 영향, 건설기술연구원 논문집, 23(1), pp. 239-248
  6. 환경부 (2003) 하수도 통계, pp. 3, 대양인쇄, 과천
  7. Focht, D.D. and W. Verstraete (1997) Biological ecology of nitrification and denitrification, Adv. Microbiol. Ecol., 1, pp.135-214
  8. Jetten, M.S.M., M. Strous, E. Van Gerven, P. Zheng, J.G. Kuenen (1996) Verwijdering van ammonia uit slibgistingswater met behulp van het anmmoxprocs, STOWA raport, 96(21), STOWA Utrecht, The Netherlands
  9. Painter, H.A. (1970) A review of literature on inorganic nitrogen metabolism in microorganism, Water Research, 4(6) pp. 393-450 https://doi.org/10.1016/0043-1354(70)90051-5
  10. Paul, EA. and F.E. Clark (1989) Transformation of nitrogen between the organic and inorganic phase and to nitrate in soil microbiology and biochemistry, Academic press, pp. 131-146, California
  11. Randall, C.W., J.L. Barnard and H.D. Stensel (1992) Design and retrofit of wastewater treatment plants for biological nutrient removal, Water Quality Management Library, 5, pp. 85-95
  12. U.S. Environmental Protection Agency (1993) Manual nitrogen control, EPA, 625(R-93/010), pp. 211-247