Mining the fuzzy control rules of aeration in a Submerged Biofilm Wastewater Treatment Process

https://doi.org/10.1016/j.engappai.2006.11.012Get rights and content

Abstract

This paper presents a special rule base extraction analysis for optimal design of an integrated neural-fuzzy process controller using an “impact assessment approach.” It sheds light on how to avoid some unreasonable fuzzy control rules by screening inappropriate fuzzy operators and reducing over fitting issues simultaneously when tuning parameter values for these prescribed fuzzy control rules. To mitigate the design efforts, the self-learning ability embedded in the neural networks model was emphasized for improving the rule extraction performance. An aeration unit in an Aerated Submerged Biofilm Wastewater Treatment Process (ASBWTP) was picked up to support the derivation of a solid fuzzy control rule base. Four different fuzzy operators were compared against one other in terms of their actual performance of automated knowledge acquisition in the system based on a partial or full rule base prescribed. Research findings suggest that using bounded difference fuzzy operator (Ob) in connection with back propagation neural networks (BPN) algorithm would be the best choice to build up this feedforward fuzzy controller design.

Introduction

Fuzzy control algorithms have been widely applied to pursue better effluent quality and higher economic efficiency on both aerobic biological treatment processes (Tsai et al., 1994; Rodrigo et al., 1997; Fu and Poch, 1998; Ferrer et al., 1998; Kalker et al., 1999) and anaerobic biological treatment processes (Estaben et al., 1997; Tay and Zhang, 1999, Tay and Zhang, 2000; Murnleitner et al., 2002). To increase the settling process efficiency, Traore et al. (2006) successfully used fuzzy algorithm to control sludge height in a secondary settler. In regulating aeration, Fiter et al. (2005) tried to save energy by fuzzy logical control. They used 42 different rules defined in accordance with expert knowledge to shape a fuzzy control rule base. Yet the construction of a fuzzy control rule base has to involve sort of complexity. In spite of some successful practical applications, there is still no all-inclusive procedure or method to design such intelligent controllers by far because of its semi-empirical nature.

In fact, the construction of a good fuzzy control rule base for wastewater treatment is a time consuming task because of the inherent nonlinear nature embedded in those complex systems. This turns out to be even an obstacle sometimes when coping with systems without having enough prior information in biological wastewater treatment units. To ease the efforts in describing these highly nonlinear systems, a workable skill, in which the control domain can be expressed by a set of linear combinations of several input variables, was presented by Takagi and Sugeno (1985). Searching for such Takagi–Sugeno (T–S) fuzzy control rules basically involves performing knowledge acquisition, defining fuzzy membership functions, and tuning the parameter values for these prescribed fuzzy control rules. On the top of the theoretical progress of T–S fuzzy control algorithm, a new paradigm in intelligent control regime focuses on the integration of various merits embedded in different soft computing techniques in order to meet differing control needs and minimize both the environmental and economic impacts (Spall and Cristion, 1997; Lee and Park, 1999; Chang et al., 2001; Chen et al., 2003a, Chen et al., 2003b). Some of previous works pinpointed an advanced need of using proper tool for screening out the essential control rules based on experimental input–output data pairs that lack linguistic or knowledge information; moreover, the learning ability of neural networks (NNs) for searching the optimal parameter values was particularly stressed in the literature (Enbutsu et al., 1993; Tay and Zhang, 2000). Applications of back propagation NNs models can be found in the literature worldwide (Boger, 1992; Syu and Chen, 1998; Zhang and Stanley, 1999; De Veaux et al., 1999; Melas et al., 2000).

If the total number of observations is not enough to support a smooth fuzzy control rule extraction, the complexity in the construction of a fuzzy control rule base might become insurmountable. In response to such a challenge, hybrid fuzzy control via fusion technology was therefore emphasized in this study. This paper aims at developing a special rule base extraction analysis for optimal design of an integrated neural-fuzzy process controller using an “impact assessment approach.” It sheds light on how to avoid some unreasonable fuzzy control rules by scrutinizing inadequate membership functions, screening inappropriate fuzzy operators, and reducing over fitting issues simultaneously when tuning parameter values for these prescribed fuzzy control rules. To mitigate the design efforts, the self-learning ability embedded in the NNs model was emphasized for improving the rule extraction performance. Four different fuzzy operators used for the integration of T–S fuzzy control algorithm and NNs model were compared against each other with respect to the actual performance of automated knowledge acquisition when dealing with the fuzzy control rule base. It leads to provide a standard procedure for eliminating inadequate structure in membership functions, screening inappropriate fuzzy operator, and reducing over fitting potentials in NN model in the way to build up the representative fuzzy control rules. An aeration unit in an Aerated Submerged Biofilm Wastewater Treatment Process (ASBWTP) was picked up to support the derivation of a solid fuzzy control rule base. With such a revised T–S fuzzy control algorithm, the proposed controller may lead to determine the optimal airflow rate over operational time period that could end up saving energy and eliminating the use of the equalization tank in the ASBWTP.

Section snippets

Problem identification for aeration control in ASWIP

When characterizing the ASBWTP biological treatment process, three environmental parameters, including the 5 days biochemical oxygen demand (BODin, defined as 5 days BOD (mg/L)), the influent flow rate (Qin, defined as incoming flow rate to the treatment plant (m3/h)), and the rate of air supply (Qair, defined as the airflow rate supplied by a blower for aeration in the biological treatment process (m3/h)), are considered for designing the hybrid fuzzy controller. These parameters are

Methodology

The key concept of T–S fuzzy control model is to use an aggregation of a set of linear functions to capture and mimic the global nonlinear features of a complex system within the designated control domain. To implement this idea, a set of control rules has to be derived from the expertise's experience based on the history of plant's performance. This rule base may consist of a series of implications that are defined in the following format, in which the antecedent part is characterized by a

Hybrid fuzzy controller design

With the understanding of hybrid fuzzy control knowledge describing the nature of fuzzy partition space in the T–S fuzzy model, the calculation may first require performing fuzzification (i.e., fuzzy partition) in relation to two input variables, BODin and Qin, which would generate at most 25 sub-areas in the control domain. In a standard T–S fuzzy control system, each sub-area may be characterized by a linear function. Although the use of statistical regression analysis may help identify the

Conclusions

Due to the inherent complexity, higher safety factor in operating a biological wastewater treatment process was usually applied in the past leading to have a huge equalization tank installed. Such cost ineffective design employed in many countries has resulted in a different extent of energy saving problem. The efficiency of operating biological wastewater treatment processes can be significantly influenced by an overload in a local community due to varying wastewater sources, chemical

References (25)

  • N.B. Chang et al.

    Optimal control of wastewater treatment plants via integrated neural network and genetic algorithms

    Civil Engineering and Environmental Systems

    (2001)
  • W.C. Chen et al.

    Rough set-based fuzzy neural controller design for industrial wastewater treatment

    Water Research

    (2003)
  • Cited by (0)

    View full text