A Treatment Efficiency of Wastewater by using Sym-Bio Process and Dissolved Ozone flotation Process for Water Reuse

하수처리수 재이용을 위하여 Sym-bio공정과 용존 오존 부상공정을 이용한 하수처리의 효율 분석

  • Park, Changyu (School of Civil and Environmental Engineering, Yonsei University) ;
  • Park, Jaehan (School of Civil and Environmental Engineering, Yonsei University) ;
  • Lee, Kyunghee (Korea National Housing Corporation) ;
  • Ahn, Yoonhee (School of Civil and Environmental Engineering, Yonsei University) ;
  • Ko, Kwangbaik (School of Civil and Environmental Engineering, Yonsei University) ;
  • Jung, Hyuncheol (Saman Corporation)
  • 박찬규 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 박재한 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 이경희 (대한주택공사) ;
  • 안윤희 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 고광백 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 정현철 ((주)삼안)
  • Received : 2007.08.16
  • Accepted : 2007.12.18
  • Published : 2008.01.30

Abstract

Water reuse of effluent is limited, due to bacteria and chromaticity or turbidity which may result in low perception of water quality. Consequently, this study showed a method in the reuse of treated wastewater by a diversified treatment method, with separation of centralized reformation of aeration tank into pre-treatment with minimum installation of facilities, and post-treatment, applying advanced oxidation treatment. A pilot plant experiment was performed using Sym-Bio process adopting an NADH Sensor without modification of the exiting aeration tank. The Dissolved Ozone Flotation process, which is an advanced oxidation process, to treat the remaining organics, nutrients, chromaticity, turbidity and bacteria. As a result in the Sym-Bio process, the biological treatment, even on the condition of single stage reaction tank, the treatment efficiencies of BOD, $COD_{Mn}$, $COD_{Cr}$, SS and T-N were 96.6%, 84.6%, 88.25%, 95.1% and 71.0%, respectively, while that for T-P was 25.0%, which required further treatment. In the Dissolved Ozone Flotation process, the advanced oxidation treatment, the treatment efficiencies of BOD, $COD_{Mn}$, $COD_{Cr}$, SS, T-N, T-P, chromaticity, turbidity, bacteria, coliforms were 78.9%, 34.6%, 28.7%, 48.0%, 70.4%, 82.4%, 84.0%, 74.5%, 99.8% and 99.4%, respectively.

Keywords

References

  1. 이지영 (2006). UV, $H_2O_2$$O_3$을 이용한 2,4-DCP의 산화에 ${NO_3}^-$이온이 미치는 영향, 연세대학교
  2. 환경부 (2005). 하수처리수 재이용 촉진 시범사업 추진계획
  3. 환경부 (2006). 2005년 하수종말처리 시설 운영관리실태 분석
  4. Downing, A. L. and Howood, A. P. (1964). Some Observation on the Kinetics of Nitrifying Activated Sludge Plants. Schweizerische Zeistchrift fur Hydrologie, 26, pp. 271-275 https://doi.org/10.1007/BF02504050
  5. Ekama, G. A., Marais, G. R. and Siebritz, I. P. (1984). Biological Excess Phosphorus Removal. Chapter 7, Theory, Design, and Operation of Nutrient Removal Activated Sludge Processes, Water Research Commission, Pretoria, South Africa
  6. Levin, G. V. and Shapiro, J. (1965). Metabolic Uptake of Phosphorus by Wastewater Organisms. JWPCF, 37, pp. 800-802
  7. Lewandowski, Z. (1982). Temperature Dependency of Biological Denitrification with Organic Material Addition. Water Research, 16, pp. 19-22 https://doi.org/10.1016/0043-1354(82)90048-3
  8. Metcalf & Eddy Inc. (1991). Wastewater Engineering: Treatment, Disposal and Reuse, McGraw-Hill Book Co