Abstract

Abstract The measurement of the wastewater BOD5 level requires five days, and the use of a prediction model to estimate BOD­5 saves time and enables the adoption of an online control system. This study investigates the application of artificial neural networks (ANNs) in predicting the influent BOD5 concentration and the performance of WWTPs. The WWTP performance was defined in terms of the COD, BOD, and TSS concentrations in the effluent. Sensitivity analysis was performed to identify the best-performing ANN network structure and configuration. The results showed that the ANN model developed to predict the BOD concentration performed the best among the three outputs. The top-performing ANN models yielded R2 values of 0.752, 0.612, and 0.631 for the prediction of the BOD, COD, and TSS concentrations, respectively. The optimal performing models were obtained (three inputs – one output), which indicated that the influent temperature and conductivity greatly affect the WWTP performance as inputs in all models. The developed prediction model for the influent BOD5 concentration attained a high accuracy, i.e., R2 = 0.754, which implies that the model is viable as a soft sensor for online control and management systems for WWTPs. Overall, the ANN model provides a simple approach for the prediction of the complex processes of WWTPs.

Highlights

  • Rapid urban development leads to an increase in wastewater flow rates, which requires a high pace of advancement in treatment methods

  • The objective of this paper is to investigate the application of artificial neural networks (ANNs) in Wastewater treatment plant (WWTP) modeling and to provide a simple algorithm to determine the optimal ANN configuration capturing the complex behavior of treatment plants

  • This study aims to develop a viable ANN to act as a soft sensor of the influent BOD5 in WWTPs, as there is a lack of this specific approach in the previous literature

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Summary

Introduction

Rapid urban development leads to an increase in wastewater flow rates, which requires a high pace of advancement in treatment methods. Wastewater treatment plant (WWTP) effluent quality is a key factor in environmental and health concerns (Hamed et al ). The characteristics and variables involved in WWTPs are numerous and exhibit a high level of complexity, which leads to difficulties in modeling through linear regression models (Hamed et al ). Other software includes anaerobic digestion models (Batstone et al ) and the Activated Sludge Model (ASM) (Henze et al , , ). These software programs require a large amount of input data regarding the process at each stage of the operation

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