Journal of the Korean Applied Science and Technology (한국응용과학기술학회지)

The Korean Society of Applied Science and Technology (한국응용과학기술학회)
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Removal Ratio of Nitrogen & Phosphorus according to Sewage Inflow in the Biological Treatment(Biological Nutrient Removal)Process

유입하수에 따른 BNR에서의 N과 P 제거율에 관한 연구

  • Lee, Han-Seob (Department of Environment, University of YongIn) ;
  • Choi, Sung-Bu (Department of Chemical Engineering, Hanseo University) ;
  • Chung, Kwang-Bo (Department of chemical Engineering, University of Myongji) ;
  • Ahn, Sung-Hwan (Department of Industry and Market Analysis, Korea Institute of Science and Technology Information) ;
  • Kim, Kyung-Ho (Department of Business Administration, Catholic Kwandong University)
  • 이한섭 (용인대학교 환경과학대학 환경학과) ;
  • 정광보 (한서대학교 공과대학 화학공학과) ;
  • 안성환 (명지대학교 공과대학 화학공학과) ;
  • 김경호 (한국과학기술정보연구원 산업시장분석실) ;
  • 원성권 (카톨릭관동대학교 경영학과)
  • Received : 2014.11.19
  • Accepted : 2014.12.26
  • Published : 2014.12.30
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Abstract

The amount of waste water generated from the domestic sources is consistently increasing in proportion to economic growth, and the conventional activated sludge process is widely being used for general waste water treatment. But the ministry of environment becomes stringthent treatment standards of N and P (less than 20mg/L of N, 2mg/L of P) to prevent the eutrophication of lake water, and therefore highly advanced treatment technology is required not only in the existing treatment plants where the activated sludge process is being used, but also in newly constructed treatment plants for the treatment of N and P. This study is aimed at highly operating the engineering technology method was developed by domestic to eliminate N and P at the same time. Experiments were conducted in the treatment plant located in Yong In city. The bioreactor was started from the principal equipment for the elimination of N and P and the elimination of organic compounds. It consists of an internal recycle piping from the end of the aerobic tank to the anoxic tank and external recycle piping from the final settling basin to the denitrification tank. By experiment of 4 types separate inflow of waste water to the denitrification tank and the anaerobic tank, and changes in staying time at the anoxic tank and the aerobic tank, the elimination of organic compounds in each type and the relationship in the efficiency between the elimination of N and P were researched.

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References

  1. R. Gnirss, B. Lesjean, H. Buisson, Enhanced Biological Phosphorus Removal with Post-Denitrification in Membrane Bioreactor WERF Workshop BNR: How low can we go and what prevents us form going lower? Held at DCWASA Headquarters, Washington DC(2006).
  2. H. S. Han, Experimental reaserch with biological removal process of nitrogen and phosphorus, Yonsei University (1995).
  3. R. Seviour, P. H. Nielsen, Microbial Ecology of Activated Sludge, IWA Pub. London, Chapts 1-10 (2010).
  4. S. C. Kim, Gugal wastewater plant in yongin with report of design (2003).
  5. U.S. EPA, Technology Transfer, Process Design Manual for Nitrogen Control, Washington, D.C., (1985).
  6. U.S. EPA, Manual Nitrogen Control. EPA/625/R-93/010, Washington, D.C., (1993).
  7. E. G. Srinath, Rapid Removal of Phosphorus from Sewage by Activated Sludge, (1989).
  8. J. R. Hoffman, Phosphorus removal in the modified activated sludge process. M. S. Thesis, Unv. of Cape Town, Rondebosch, South Africa. (1997).
  9. M. Henze, Biological phosphorus removal from wastewater process and technology, WQI, 32-36, (1996).
  10. M. Nagashima, et al., A nitrification/denitrification recycling system for nitrogen and phosphorus removal from fermentation waste water. Fermentation Technology. 57(2), (1999).
  11. G. Tchobanoglous, F. Burton, H. D. Stensel, Wastewater Engineering Treatment and Reuse, McGrawHill, Boston, Chap 8, (2003).
  12. Y. Comeau, K. J. Hall, R. E. Hancock, W. Oldhan, Biochemical model for enhanced biological phosphorus removal. Wat. Res. 20, 1511-1521, (1986). https://doi.org/10.1016/0043-1354(86)90115-6
  13. Standardization, in the field of waste water treat mwnt plants, European water pollution control, vol. 6, no. 1, January, (1996).
  14. J. L. Barnard, A review of biological phosphorus removal in the activated sludge process. Water S. A. 2, 136. (1996).
  15. M. C. Wentzel, L. H. Lotter, G. A. Ekama, R. E. Loewenthal, Evolution of biochemical models for biological excess phosphorus removal. Wat. Sci. Tech., 23, 567-576, (1991).
  16. M. J. Simpkins, A. R. McLaren, Consistent biological phosphate and nitrate removal in an activated sludge plant. Wat. Tech., 10(5-6), 433, (1998).
  17. C. Hellinga,A. A. J. Schellen, J. W. Mulder, The SHARON process: An innovative method for nitrogen removal from ammonium-rich wastewater. Wat. Sci. Tech. 37(9), 135-142, (1998).
  18. Jr. Grady, T. D. Glen, C. L. Henry, Biological wastewater treatment, Marcel Dekker, Inc., New York. (1999).
  19. J. W. Groenestijn, M. H. Deninema, Effect of cultural condition on phosphate accumulation and release by Acinetobactor strain 210A. Management Strategies for Phosphorus in the Environment. Lisbon, Portugal, July 1-4. (1995).