Comparison of Proportional, Integral, and P-I Control Systems in Biological Wastewater Treatment Plants

생물학적 하수처리시스템에 적용된 Proportional, Integral 및 P-I 조절 시스템에 대한 비교

  • Kim, Sungpyo (Department of Civil, Structural, and Environmental Engineering, State University of New York at Buffalo)
  • 김성표 (뉴욕 주립 대 버펄로 대학 토목, 구조, 환경공학과)
  • Received : 2005.04.28
  • Accepted : 2005.06.03
  • Published : 2005.07.30

Abstract

The main purpose of this study is to evaluate the characteristics of three sets of traditional control methods (proportional, integral, and proportional - integral controls) through lab-scale biological reactor experiments. An increase in proportional gain ($K_c$) resulted in reduced dissolved oxygen (DO) offset under proportional control. An increase in integral time ($T_i$) resulted in a slower response in DO concentration with less oscillation, but took longer to get to the set point. P-I control showed more stable and efficient control of DO and airflow rates compared to either proportional control or integral control. Developed P-I control system was successfully applied to lab-scale Sequencing Batch Reactor (SBR) for treating industrial wastewater with high organic strength.

Keywords

References

  1. Alex, J., Rieger, L., Winkler, S. and Siegrist, H., Process in Sensor Technology-Progress in Process Control? Part II: Results from a Simulation Benchmark Study, Wat. Sci. Technol., 47(2), pp. 113-120 (2003)
  2. Ferrer, J., Rodrigo, M. A., Seco, A. and Penya-roja, J. M., Energy Saving in the Activated Sludge Process by fuzzy logic control, Wat. Sci. Technol., 38(3), pp. 209-217 (1998)
  3. Flanagan, M. J., Roesler, J. F. and Bracken, B. D., Automatic Dissolved Oxygen Control, J. Environ. Eng., 103(4), pp. 707-722 (1977)
  4. Galluzo, M., Ducato, R., Bartolozzi, V. and Picciotto, A., Expert Control of DO in the Aerobic Reactor of an Activated Sludge Process, Computers & Chemical Eng., 25(4-6), pp. 619-625 (2001) https://doi.org/10.1016/S0098-1354(01)00642-1
  5. Lee, B. K., Sung, S. W., Chun, H. D. and Koo, J. K. Automatic Control for DO and pH in the Activated Sludge Process in a Coke Wastewater Treatment Plant, Wat. Sci. Technol., 37(12), pp. 141-148 (1998)
  6. Lindberg, C-F. and Carlsson B., Nonlinear and Set-Point Control of the Dissolved Oxygen Concentration in an Activated Sludge Process, Wat. Sci. Technol., 34(3-4), pp. 135-142 (1996)
  7. Manning, A. W. and Dobs, D. M., Design Handbook for Automation of Activated Sludge Wastewater Treatment Plants, USEPA 600/8-80-028, Municipal Environmental Research Labortory, Cincinnati, U.S.A., pp. 55-75 (1980)
  8. Metcalf and Eddy, Wastewater Engineering: Treatment Disposal Reuse, MacGraw-Hill, Boston, U.S.A., p. 379 (1991)
  9. Olsson, G., Aspegren, H. and Nielsen, M. K., Operation and Control of Wastewater Treatment-a Scandinavian Perspective over 20 years, Wat. Sci. Technol., 37(12), pp. 1-13 (1998)
  10. Weber, T. W., An Introduction to Process Dynamics and Control, Krieger Publishing Company, Florida, U.S.A., pp. 10-50 (1973)