Technical Papers
Aug 14, 2012

Optimization of the Activated Sludge Process

Publication: Journal of Energy Engineering
Volume 139, Issue 1

Abstract

This paper presents a multiobjective model for optimization of the activated sludge process (ASP) in a wastewater-treatment plant (WWTP). To minimize the energy consumption of the activated sludge process and maximize the quality of the effluent, three different objective functions are modeled [i.e., the airflow rate, the carbonaceous biochemical oxygen demand (CBOD) of the effluent, and the total suspended solids (TSS) of the effluent]. These models are developed using a multilayer perceptron (MLP) neural network based on industrial data. Dissolved oxygen (DO) is the controlled variable in these objectives. A multiobjective model that included these objectives is solved with a multiobjective particle swarm optimization (MOPSO) algorithm. Computation results are reported for three trade-offs between energy savings and the quality of the effluent. A 15% reduction in airflow can be achieved by optimal settings of dissolved oxygen, provided that energy savings take precedence over the quality of the effluent.

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Acknowledgments

This research was supported by funding from the Iowa Energy Center, Grant No. 10-1.

References

Abido, M. A. (2010). “Multiobjective particle swarm optimization with nondominated local and global sets.” Nat. Comput., 9(3), 747–766.
Bishop, P. (1992). Dynamics and control of the activated sludge process, CRC Press, Lancaster, PA.
Bonnans, J. F., Gilbert, J. C., Lemarechal, C., and Sagastizabal, C. A. (2006). Numerical optimization: Theoretical and practical aspects, Springer, New York.
Braha, D. (2001). Data mining for design and manufacturing: Methods and applications, Kluwer Academic Publishers, Dordrecht, Netherlands.
Chachuat, B., Roche, N., and Latifi, M. A. (2005). “Optimal aeration control of industrial alternating activated sludge plants.” Biochem. Eng. J., 23(3), 277–289.
Dixon, M., Gallop, J. R., Lambert, S. C., and Healy, J. V. (2007). “Experience with data mining for the anaerobic wastewater treatment process.” Environ. Modell. Software, 22(3), 315–322.
Fikar, M., Chachuat, B., and Latifi, M. A. (2005). “Optimal operation of alternating activated sludge processes.” Control Eng. Pract., 13(7), 853–861.
Garcia, H. L., and Gonzalez, I. M. (2004). “Self-organizing map and clustering for wastewater treatment monitoring.” Eng. Appl. Artif. Intell., 17(3), 215–225.
Gernaey, K. V., Loosdrecht, M. V., Henze, M., Lind, M., and Jorgensen, S. B. (2004). “Activated sludge wastewater treatment plant modeling and simulation: State of the art.” Environ. Modell. Software, 19(9), 763–783.
Giudici, P. (2007). Applied data mining: Statistical methods for business and industry, Springer, New York.
Henze, M., Gujer, W., and Mino, T. (2000). Activated sludge models ASM1, ASM2, ASM2D and ASM3, IWA, London.
Holenda, B., Domokos, E., Redey, A., and Fazakas, J. (2008). “Dissolved oxygen control of the activated sludge wastewater treatment process using model predictive control.” Comput. Chem. Eng., 32(6), 1270–1278.
Hulsbeek, J. J. W., Kruit, J., Roeleveld, P. J., and Loosdrecht, M. V. (2002). “A practical protocol for dynamic modelling of activated sludge systems.” Water Sci. Technol., 45(6), 127–136.
Hussain, A. M. A., and Ramachandran, K. B. (2005). “Modeling and dynamic simulation of activated sludge process in sequencing batch reactor.” Dev. Chem. Eng. Miner. Process., 13(5–6), 675–686.
Joo, D. S., and Park, H. (1998). “Control of the dissolved oxygen concentration in the activated sludge process.” Environ. Eng., 3(2), 115–121.
Kennedy, J., and Eberhart, R. (1995). “Particle swarm optimization.” Proc., IEEE Int. Conf. Neural Networks, Vol. 4, IEEE, New York, 1942–1948.
Koch, G., Kuhni, M., Gujer, W., and Siegrist, H. (2000). “Calibration and validation of activated sludge model no. 3 for Swiss municipal wastewater.” Water Res., 34(14), 3580–3590.
Kusiak, A., Li, M. Y., and Zhang, Z. (2010). “A data-driven approach for steam-load prediction in building.” Appl. Energy, 87(3), 925–933.
Lindberg, C. F., and Carlsson, B. (1996). “Nonlinear and set-point control of the dissolved oxygen concentration in an activated sludge process.” Water Sci. Technol., 34(3–4), 135–142.
Piotrowski, R., Brdys, M. A., Konarczak, K., Duzinkiewicz, K., and Chotkowski, W. (2008). “Hierarchical dissolved oxygen control for activated sludge processes.” Control Eng. Pract., 16(1), 114–131.
Tang, H., Tan, K. C., and Zhang, Y. (2003). Neural networks: Computational models and applications, Wiley, Chichester, U.K.
U.S. EPA. (1994). Municipal wastewater treatment technology: Recent developments, Noyes Data, Park Ridge, NJ.
U.S. EPA. (2012). NPDES permit writer’s manual, Chapter 5, Section 5.2. 〈http://cfpub.epa.gov/npdes/〉 (Dec. 12, 2012).
Vesilind, P. A. (1995). Wastewater treatment plant design, Water Environment Federation, Alexandria, VA.
Waissman, J., Sarrate, R., Escobet, T., Aguilar, J., and Dahhou, B. (2000). “Wastewater treatment process supervision by means of a fuzzy automaton model.” Proc., 2000 IEEE Int. Symp. on Intelligent Control, IEEE, New York, 163–168.

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Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 139Issue 1March 2013
Pages: 12 - 17

History

Received: Jan 31, 2012
Accepted: Jul 6, 2012
Published online: Aug 14, 2012
Published in print: Mar 1, 2013

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Authors

Affiliations

Andrew Kusiak [email protected]
Dept. of Mechanical and Industrial Engineering, 2139 Seamans Center, The Univ. of Iowa, Iowa City, IA 52242 (corresponding author). E-mail: [email protected]
Xiupeng Wei [email protected]
Dept. of Mechanical and Industrial Engineering, 3131 Seamans Center, The Univ. of Iowa, Iowa City, IA 52242. E-mail: [email protected]

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