Full Scale SBR 공정에서 F/M비에 따른 처리특성 평가
A Study on the Treatment Characteristics According to F/M ratios in Full Scale SBR Process
조용현(인하공업전문대학); 배상대(신라대학교); 송근관(동아대학교)
16권 3호, 121~129쪽
초록
In this study, the treatment of organic matters and nutrients like Nitrogen and Phosphorus with the different F/M ratios in sequencing batch reactors (SBR) was conducted. The following conclusions can be summarized from this study. The influent BOD concentration was varied 19.6 to 37.2 mg/L and the effluent was 3.0 to 9.8 mg/L. The variation of BOD removal efficiency during the experimental period was 71.0~88.4% and the average was 79.8%. Also the COD concentration was flowed into as 12.2~28.6 mg/L and the effluent concentration was varied 3.3 to 11.6 mg/L, and then the average COD removal efficiency was 57.4%(minimun 47.0% and maximum 78.6%). In the case of T-N, the influent concentration range was 7.53~12.30 mg/L and the effluent concentration was 3.56 to 7.34 mg/L (the average removal efficiency was 50.35%). Also the influent T-P concentration was varied from 0.93 to 1.54 mg/L and the effluent concentration was 0.42~0.89 mg/L. The removal efficiency was considerably varied from 25.0 to 68.1%, and the average removal efficiency was 45.48%. The reason was concluded that the sludge wasn't discharged for increasing MLSS concentration.
Abstract
In this study, the treatment of organic matters and nutrients like Nitrogen and Phosphorus with the different F/M ratios in sequencing batch reactors (SBR) was conducted. The following conclusions can be summarized from this study. The influent BOD concentration was varied 19.6 to 37.2 mg/L and the effluent was 3.0 to 9.8 mg/L. The variation of BOD removal efficiency during the experimental period was 71.0~88.4% and the average was 79.8%. Also the COD concentration was flowed into as 12.2~28.6 mg/L and the effluent concentration was varied 3.3 to 11.6 mg/L, and then the average COD removal efficiency was 57.4%(minimun 47.0% and maximum 78.6%). In the case of T-N, the influent concentration range was 7.53~12.30 mg/L and the effluent concentration was 3.56 to 7.34 mg/L (the average removal efficiency was 50.35%). Also the influent T-P concentration was varied from 0.93 to 1.54 mg/L and the effluent concentration was 0.42~0.89 mg/L. The removal efficiency was considerably varied from 25.0 to 68.1%, and the average removal efficiency was 45.48%. The reason was concluded that the sludge wasn't discharged for increasing MLSS concentration.
- 발행기관:
- 한국수처리학회
- 분류:
- 토목공학