DOI QR코드

DOI QR Code

Tertiary Treatment of Sewage by Micro Bubble Ozone and BAF System

미세기포 오존과 생물여과 시스템을 이용한 생활하수의 3차 처리에 관한 연구

  • Received : 2011.06.17
  • Accepted : 2011.10.31
  • Published : 2011.11.30

Abstract

In this paper, the removal characteristics of dissolved organic carbon (DOCs) by micro bubble ozonation process and $O_3/UV$ process were comparatively studied. In the point of DOC removing reaction coefficient, micro bubble ozonation system and $O_3/UV$ process had not significant difference, $0.0120sec^{-1}$ and $0.0141sec^{-1}$. Therefore micro bubble ozonation process is more suitable for tertiary treatment of sewage in the point of installation and maintenance cost-reducing. The optimum ozone injection rate was 2.0 g $O_3/g$ DOC and HRT was 3 min for the micro bubble ozonation process. The removal efficiency of DOC and SUVA in micro bubble ozonation system was 32.8% and 58.3% respective. Biological aerated filter (BAF) process was installed to remove soluble organic material increased by micro bubble ozonation system. And the effluent BOD of BAF was below 1.0 mg/L. In the view of cost-effectiveness, $O_3/BAF$ process was more profitable than $O_3/UV/BAF$ process for tertiary treatment of sewage. In order to nitrify ammonia in the BAF process completely, $NH_4{^+}-N$ concentration in the influent water of BAF should be designed considering low water temperature in the winter season.

Keywords

References

  1. 강동한, 김극태, 장영호(2010). 하수처리수 재이용을 위한 여과공정 특성 연구. 공동춘계학술발표회 논문집, 한국물환경학회.대한상하수도학회, pp. 431-432.
  2. 김진영, 길성재, 정유진, 윤태경(2010). 미세기포.오존산화 시스템을 이용한 친수용수로소 하수처리수의 재이용. 한국수처리학회지, 18(2), pp. 105-116.
  3. 이경혁, 임재림, 김성수, 유명종, 최영철(2005). 정수처리를 위한 고효율 오존전달 시스템 평가. 공동추계학술발표회 논문집, 대한상하수도학회.한국물환경학회, pp. 126-129.
  4. 이철우(2005). 하수 2차 처리수 재이용을 위한 고도처리, 박사학위논문, 부경대학교.
  5. 정규연(1998). 근원에 따른 용존 유기물의 특성 평가에 관한 연구, 석사학위논문, 건국대학교.
  6. 정병길, 이기형, 정진희, 장성호, 조도현, 성낙창(2011). 초미세기포-용존오존부상(DOF)공정을 이용한 염색폐수 처리수의 재이용. 한국환경과학회지, 20(3), pp. 291-299.
  7. 최중헌(2000). 하수 중 용존유기물의 특성과 소독부산물의 거동에 관한 연구, 석사학위논문, 건국대학교.
  8. 환경부(2003). 광반응기를 이용한 질소산화물 저감 시스템 개발.
  9. 환경부 고시(2007. 12. 27 제 511호) (2007). 하수처리수 재이용 가이드북.
  10. Carlson, K. H. and Amy, G. L. (2001). Ozone and biofiltration optimization for multiple objective. Jour. AWWA., 93(1), pp. 88-98.
  11. Edzwald, J. K. (1993). Coagulation drenking water treatment: particle organics and coagulation. Wat. Sci. Tech., 27(11), pp. 21-35.
  12. Prevost, M., Coallier, J., Mailly, J., Desjardins, R., and Duchesne, D. (1992). Comparison of biodegradable organic carbon(BDOC) techniques for process control. Aqua., 41(3), pp. 141-150.
  13. Servais, P., Billen, G., and Hascoer, M. C. (1987). Determination of the biodegradable fraction of dissolved organic matter in waters. Wat. Res., 21(4), pp. 445-450. https://doi.org/10.1016/0043-1354(87)90192-8
  14. Siddiqui, M.. S., Amy, G. L., and Murphy, B. D. (1997). Ozone enhanced removal of natural organicmatter from drinking water sources. Water Research, 31(12), pp. 3098-3106. https://doi.org/10.1016/S0043-1354(97)00130-9
  15. Takeda, S., Asano, H., and Iwahori, K. (2000). Reduction effect of formation potentials of chlorination by-proceuts in the domestic wastewater by advanced treatment. Journal-Japan Society on Water Environmnet, 23, pp. 235-242.