Control dissolved oxygen in wastewater treatment by interval type-2 fuzzy neural networks

被引:0
|
作者
Han H. [1 ,2 ]
Liu Z. [1 ,2 ]
Qiao J. [1 ,2 ]
机构
[1] Faculty of Information Technology, Beijing University of Technology, Beijing
[2] Beijing Key Laboratory of Computational Intelligence and Intelligent System, Beijing
来源
Han, Honggui (rechardhan@sina.com) | 2018年 / Materials China卷 / 69期
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Benchmark simulation model no. 2; Dissolved oxygen; Experimental validation; Interval type-2 fuzzy neural network; Neural network; Process control; Wastewater treatment process;
D O I
10.11949/j.issn.0438-1157.20171454
中图分类号
学科分类号
摘要
An intelligent controller, based on interval type-2 fuzzy neural networks (IT2FNN) was proposed for controlling dissolved oxygen (DO) concentration in municipal wastewater treatment processes. First, IT2FNN was applied to design a DO concentration controller. Second, an adaptive learning algorithm was used to online adjust controller parameters such that self-adaptability of the IT2FNN-based DO controller could be improved. Finally, IT2FNN-based DO controller was tested in the benchmark simulation model no. 2 (BSM2). The experimental results demonstrate that the controller is able to accurately monitor DO concentration in the fifth unit and maintain excellent control. © All Right Reserved.
引用
收藏
页码:1182 / 1190
页数:8
相关论文
共 31 条
  • [1] Shannon M.A., Bohn P.W., Elimelech M., Et al., Science and technology for water purification in the coming decades, Nature, 452, 7185, pp. 301-310, (2008)
  • [2] Hamilton R., Braun B., Dare R., Et al., Control issues and challenges in wastewater treatment plants, IEEE Control Systems, 26, 4, pp. 63-69, (2006)
  • [3] Piotrowski R., Brdys M.A., Konarczak K., Et al., Hierarchical dissolved oxygen control for activated sludge processes, Control Engineering Practice, 16, 1, pp. 114-131, (2008)
  • [4] Carlsson B., Rehnstrom A., Control of an activated sludge process with nitrogen removal-a benchmark study, Water Science and Technology, 45, 4-5, pp. 135-142, (2002)
  • [5] Chachuat B., Roche N., Latifi M.A., Optimal aeration control of industrial alternating activated sludge plants, Biochemical Engineering Journal, 23, 3, pp. 277-289, (2005)
  • [6] Amand L., Olsson G., Carlsson B., Aeration control-a review, Water Science and Technology, 67, 11, pp. 2374-2398, (2013)
  • [7] Yoo C.K., Lee J.M., Lee I.B., Nonlinear model-based dissolved oxygen control in a biological wastewater treatment process, Korean Journal of Chemical Engineering, 21, 1, pp. 14-19, (2004)
  • [8] Wahab N.A., Katebi R., Balderud J., Multivariable PID control design for activated sludge process with nitrification and denitrification, Biochemical Engineering Journal, 45, 3, pp. 239-248, (2009)
  • [9] Song X., Zhao Y., Song Z., Et al., Dissolved oxygen control in wastewater treatment based on robust PID controller, International Journal of Modelling, Identification and Control, 15, 4, pp. 297-303, (2012)
  • [10] Holenda B., Domokos E., Redey A., Et al., Dissolved oxygen control of the activated sludge wastewater treatment process using model predictive control, Computers & Chemical Engineering, 32, 6, pp. 1270-1278, (2008)