Abstract
A dynamic multi-objective optimization control (DMOOC) scheme is proposed in this paper for the wastewater treatment process (WWTP), which can dynamically optimize the set-points of dissolved oxygen concentration and nitrate level with multiple performance indexes simultaneously. To overcome the difficulty of establishing multi-objective optimization (MOO) model for the WWTP, a neural network online modeling method is proposed, requiring only the process data of the plant. Then, the constructed MOO model with constraints is solved based on the NSGA-II (non-dominated sorting genetic algorithm-II), and the optimal set-point vector is selected from the Pareto set using the defined utility function. Simulation results, based on the benchmark simulation model 1 (BSM1), demonstrate that the energy consumption can be significantly reduced applying the DMOOC than the default PID control with the fixed set-points. Moreover, a tradeoff between energy consumption and effluent quality index can be considered.
Similar content being viewed by others
References
Hamilton R, Braun B, Dare R, Koopman B, Svoronos SA (2006) Control issues and challenges in wastewater treatment plants. IEEE Contr Syst Mag 26(4):63–69
Han HG, Qian HH, Qiao JF (2014) Nonlinear multiobjective model-predictive control scheme for wastewater treatment process. J Process Control 24(3):47–59
Chen W, Lu X, Yao C (2015) Optimal strategies evaluated by multi-objective optimization method for improving the performance of a novel cycle operating activated sludge process. Chem Eng J 260:492–502
Olsson G (2012) ICA and me—a subjective review. Water Res 46(6):1585–1624
Hreiz R, Latifi MA, Roche N (2015) Optimal design and operation of activated sludge processes: state-of-the-art. Chem Eng J 281:900–920
Chachuat B, Roche N, Latifi MA (2001) Dynamic optimisation of small size wastewater treatment plants including nitrification and denitrification processes. Comput Chem Eng 25(4–6):585–593
Cadet C, Beteau JF, Hernandez SC (2004) Multicriteria control strategy for cost/quality compromise in wastewater treatment plants. Control Engi Pract 12(3):335–347
Piotrowski R, Brdys MA, Konarczak K, Duzinkiewicz K, Chotkowski W (2008) Hierarchical dissolved oxygen control for activated sludge processes. Control Eng Pract 16(1):114–131
Santin I, Pedret C, Vilanova R (2015) Applying variable dissolved oxygen set point in a two level hierarchical control structure to a wastewater treatment process. J Process Control 28:40–55
Lin M-J, Luo F (2015) An adaptive control method for the dissolved oxygen concentration in wastewater treatment plants. Neural Comput Appl 26(8):2027–2037
Machado VC, Gabriel D, Lafuente J, Baeza JA (2009) Cost and effluent quality controllers design based on the relative gain array for a nutrient removal WWTP. Water Res 43(20):5129–5141
Petre E, Seliseanu D (2013) A multivariable robust-adaptive control strategy for a recycled wastewater treatment bioprocess. Chem Eng Sci 90:40–50
Qiao JF, Bo YC, Chai W, Han HG (2013) Adaptive optimal control for a wastewater treatment plant based on a data-driven method. Water Sci Technol 67(10):2314–2320
Qiao JF, Han G, Han HG (2014) Neural network on-line modeling and controlling method for multi-variable control of wastewater treatment processes. Asian J Control 16(4):1213–1223
Hreiz R, Roche N, Benyahia B, Latifi MA (2015) Multi-objective optimal control of small-size wastewater treatment plants. Chem Eng Res Des 102:345–353
Zhang KJ, Achari G, Sadiq R, Langford CH, Dore MHI (2012) An integrated performance assessment framework for water treatment plants. Water Res 46(6):1673–1683
Juznic-Zonta Z, Kocijan J, Flotats X, Vrecko D (2012) Multi-criteria analyses of wastewater treatment bio-processes under an uncertainty and a multiplicity of steady states. Water Res 46(18):6121–6131
Zhang R, Xie WM, Yu HQ, Li WW (2014) Optimizing municipal wastewater treatment plants using an improved multi-objective optimization method. Bioresour Technol 157:161–165
Chen WL, Yao CH, Lu XW (2014) Optimal design activated sludge process by means of multi-objective optimization: case study in benchmark simulation model 1 (BSM1). Water Sci Technol 69(10):2052–2058
Alex J, Benedetti L, Copp J (2008) Benchmark simulation model no. 1. IWA Taskgroup on benchmarking of control stategies for WWTPs, London
TakcsPatry GGNolasco D (1991) A dynamic model of the clarification-thickening process. Water Res 25:1263–1271
Rojas JD, Flores-Alsina X, Jeppsson U, Vilanova R (2012) Application of multivariate virtual reference feedback tuning for wastewater treatment plant control. Control Eng Pract 20(5):499–510
Deb K, Pratap A, Agarwal S, Meyarivan T (2002) A fast and elitist multiobjective genetic algorithm: NSGA-II. IEEE T Evolut Comput 6(2):182–197
Acknowledgements
This work was supported by the National Science Foundation of China under Grants 61203099, 61225016, 61034008 and 61004051, and by the Beijing Municipal Natural Science Foundation under Grant 4122006.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Qiao, J., Zhang, W. Dynamic multi-objective optimization control for wastewater treatment process. Neural Comput & Applic 29, 1261–1271 (2018). https://doi.org/10.1007/s00521-016-2642-8
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00521-016-2642-8