Journal of Korean Society on Water Environment (한국물환경학회지)

Korean Society on Water Environment (한국물환경학회)
권호 표지

Modeling of Existing BNR Process using ASM3 and Modified Bio-P Module

ASM3+Bio-P module을 이용한 기존 BNR공정 모사

  • Rho, Hae-Yeon (Department of Civil Engineering, Seoul National University of Technology) ;
  • Gil, Kyung-Ik (Department of Civil Engineering, Seoul National University of Technology)
  • 노해연 (서울산업대학교 토목공학과) ;
  • 길경익 (서울산업대학교 토목공학과)
  • Received : 2006.10.25
  • Accepted : 2007.04.11
  • Published : 2007.05.30
Download PDF
⟨ Previous Next ⟩

Abstract

In Activated Sludge Model, COD fraction of primary settled municipal wastewater was a very important parameter. In this study, the COD fraction was determined using the oxygen utilization rate experiments. Readily biodegradable COD ($S_S$) fraction was observed about 29.7% of influent TCOD. $S_I$, $X_I$, and $X_S$ were analyzed to be 7.6%, 7.3%, and 55.4% of TCOD, respectively. The model used in this study was developed based on ASM3 and modified Bio-P module in order to simulate the existing BNR process. Parameter estimation results showed that $Y_{STO,O2}$, $Y_{STO,NO}$, $Y_{H,O2}$, $Y_{H,NO}$, $Y_{PO4}$, ${\mu}_H$, $b_H$, ${\mu}_A$, $q_{PHA}$, $q_{PP}$ and ${\mu}_{PAO}$ were 0.7, 0.64, 0.61, 0.48, 0.31, 3.9, 0.1, 1.35, 4.98, 1.8 and 0.59, respectively. Using the presented model and the estimated parameters, the simulation of the existing BNR process was successfully conducted.

Keywords

References

  1. Ekama, G. A., Dold, P. L. and Marais, G. V. R., Procedures for Determining Influent COD Fractions and The Maximum Specific Growth Rate of Heterotrophs in Activated Sludge System, Wat. Sci. Tech., 18, pp. 91-114 (1986)
  2. Gujer, W., Henze, M., Mino, T. and Loosdrecht, M. C. M. V., Activated Sludge Model No.3, Wat. Sci. Tech., 39(1), pp. 183-193 (1999)
  3. Henze, M., Gujer, W., Mino, T., Matsuo, T., Wentzel, M. C., Marais, G. v. R. and Loosdrecht, M. C. M. V., Activated Sludge Model No. 2d, ASM 2d, Wat. Sci. Tech., 39(1), pp. 165-182 (1999)
  4. IWA Task Group on Matheamtical Modelling for Design and Operation of Biological Wastewater Treatment, Activated Sludge Models ASM1, ASM2, ASM2d and ASM3, IWA publishing (2000)
  5. Lee, S. H., Ko, J. H., Kim, J. R., Kim, Y. J., Lee, J. J., Kim, C. W. and Lee, T. H., Identification of the Aadverse Effect of Nitrate on the Phosphate Release Rate and Improvement of EBPR Process Model, Wat. Sci. Tech., 53(4-5), pp. 115-123 (2006)
  6. Metcalf & Eddy, Wastewater Engineering 4th Edit, Mcgraw Hill (2001)
  7. Rieger, L., Koch, G., Kuhni, M., Gujer, W. and Siegrist, H., The EAWAG Bio-P Module for Activated Sludge Model No. 3, Water Research, 35(16), pp. 3887-3903 (2001) https://doi.org/10.1016/S0043-1354(01)00110-5