한국물환경학회지 (Journal of Korean Society on Water Environment)

  • 제22권3호
  • /
  • Pages.451-455
  • /
  • 2006
  • /
  • 2289-0971(pISSN)
  • /
  • 2289-098X(eISSN)
한국물환경학회 (Korean Society on Water Environment)
권호 표지

하수고도처리 공정내 호기성, 무산소성 및 혐기성 반응조에서 종속영양 미생물 생산계수, YH의 비교분석

Comparative Analysis of Biomass Yield Coefficient (YH) in Different Metabolic Regimes of Aerobic, Anoxic and Anaerobic Conditions

  • 신정섭 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 고광백 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 이지영 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 임세호 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 강승현 (연세대학교 공과대학 토목환경공학과 환경공학연구실) ;
  • 박재한 (연세대학교 공과대학 토목환경공학과 환경공학연구실)
  • Shin, Jung Sub (School of Civil and Environmental Engineering, Yonsei University) ;
  • Ko, Kwang Baik (School of Civil and Environmental Engineering, Yonsei University) ;
  • Lee, Ji Young (School of Civil and Environmental Engineering, Yonsei University) ;
  • Lim, Se Ho (School of Civil and Environmental Engineering, Yonsei University) ;
  • Kang, Seung Hyun (School of Civil and Environmental Engineering, Yonsei University) ;
  • Park, Jae Han (School of Civil and Environmental Engineering, Yonsei University)
  • 투고 : 2005.09.01
  • 심사 : 2006.01.09
  • 발행 : 2006.05.30
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Heterotrophic biomass yield coefficients, $Y_H$, for aerobic, anoxic and anaerobic reactors were successfully estimated for the two wastewater treatment plants, where one plant was operating in the $A^2/O$ process and the other was operating in the 4-stage BNR process. The estimation of $Y_H$ was undertaken by plotting the biomass COD concentrations versus the soluble COD concentrations in order to calculate the ${\Delta}biomass$ COD/ ${\Delta}soluble$ COD in each batch reactor. The batch reactors employed in this study were fed by filtered influent and mixed liquors in the ratio of 10:1, and operated in the aerobic, anoxic and anaerobic conditions, which represented the actual operating conditions for the $A^2/O$ and 4-stage BNR process. The average $Y_H$ values of the aerobic, anoxic and anaerobic reactor for the $A^2/O$ process were 0.52, 0.41 and 0.18 mg COD/mg COD, respectively, and those for the 4-stage BNR process were 0.58, 0.40 and 0.20 mg COD/mg COD, respectively. The average ratio of the $Y_H$ for aerobic reactors to those for the anoxic reactors were about 1:0.79 for the $A^2/O$ process, and about 1:0.69 for the 4-stage BNR process. The experimental method for anoxic and anaerobic $Y_H$ estimation shown in this study has turned out to be simple and efficient in its practical application.

키워드

참고문헌

  1. 정수영, 이창주, 임도영, 유영수, 서준석, 조영일, 박병관, 울진읍 하수종말처리시설 최적공정선정 및 설계를 위한 하수성상 분석연구, 연세대학교 산업기술 연구소, 서울, pp. 72-76 (1999)
  2. Bidstrup, S. M. and Grady, C. P. L. Jr., SSS-Simulation of Single Sludge Processes, J. WPCF, 60(3), pp. 351-361 (1988)
  3. Dold, P. L. and Marais, G. V. R., Evaluation of General the Activated Sludge Model Proposed by IAWPRC Task, 18(6), pp. 63-89 (1986)
  4. Ekama, G. A., Dold, P. L. and Marais, G. V. R., Procedures for Determining Influent COD Fraction and Macimum Specific Growth Rate of Heterotrophs in Activated Sludge System, Water Science and Techonology, 18(6), pp. 91-114 (1986)
  5. Henze, M., Grady, C. P. L. Jr., Gujer, W., Marais, G. V. R. and Matsuo, T., A General Model for Single-sludge Wastewater Treatment System, Water Research, 21, pp. 505-515 (1987a) https://doi.org/10.1016/0043-1354(87)90058-3
  6. Henze, M., Gujer, W., Mino, T. and Loosdrecht, M. V., Activated sludge model No.1, IWAPRC Scientific and Technical Reports (1987b)
  7. Henze, M., Gujer, W., Mino, T. and Loosdrecht, M. V., Activated sluged models ASM1, ASM2, ASM2d and ASM3, IWA Publishing, London, England, pp. 23-25 (2000)
  8. Metcalf and Eddy, Inc. Wastewater Engineerig 4th Ed., Mcgraw-Hill, International Ed., pp. 579-580 (2003)
  9. Muller, A., Wentzel, M. C., Loewenthal, R. E. and Ekama, G. A., Heterotroph Anoxic Yield in Anoxic Aerobic Activated Sludge Systems Treating Municipal Wastewater, Water Research, 37(10), pp. 2435-2441 (2003) https://doi.org/10.1016/S0043-1354(03)00015-0
  10. Vanrolleghem, P. A., Spanjers, H., Petersen, B., Ginestetf, P. and Takacs, I., Estimating (combinations of) Activated Sludge Model No. 1 Parameters and Components by Respirometry, Water Science and Technology, 39(1), pp. 195-214 (1999)
  11. Weijers, S. R. and Vanrolleghem, P. A,. A Procedure for Selecting Best Identifiable Parameters in Calibrating Activated Sludge Model no.1 to Full-scale Plant Data, Water Science and Technology, 36(5), pp. 69-79 (1997)