Removal efficiency prediction model based on the artificial neural network for pollution prevention in wastewater treatment plants


Alnajjar H. Y., Üçüncü O.

Arab Gulf Journal of Scientific Research, cilt.41, sa.4, ss.610-626, 2023 (Scopus) identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 41 Sayı: 4
  • Basım Tarihi: 2023
  • Doi Numarası: 10.1108/agjsr-07-2022-0129
  • Dergi Adı: Arab Gulf Journal of Scientific Research
  • Derginin Tarandığı İndeksler: Scopus
  • Sayfa Sayıları: ss.610-626
  • Anahtar Kelimeler: Artificial intelligence, Artificial neural network, Biological oxygen demand, Biological treatment, Total nitrogen, Total phosphorus, Total suspended solids
  • Karadeniz Teknik Üniversitesi Adresli: Evet

Özet

© 2022, Hussein Y.H. Alnajjar and Osman Üçüncü.Purpose: Artificial intelligence (AI) models are demonstrating day by day that they can find long-term solutions to improve wastewater treatment efficiency. Artificial neural networks (ANNs) are one of the most important of these models, and they are increasingly being used to forecast water resource variables. The goal of this study was to create an ANN model to estimate the removal efficiency of biological oxygen demand (BOD), total nitrogen (TN), total phosphorus (TP) and total suspended solids (TSS) at the effluent of various primary and secondary treatment methods in a wastewater treatment plant (WWTP). Design/methodology/approach: The MATLAB App Designer model was used to generate the data set. Various combinations of wastewater quality data, such as temperature(T), TN, TP and hydraulic retention time (HRT) are used as inputs into the ANN to assess the degree of effect of each of these variables on BOD, TN, TP and TSS removal efficiency. Two of the models reflect two different types of primary treatment, while the other nine models represent different types of subsequent treatment. The ANN model’s findings are compared to the MATLAB App Designer model. For evaluating model performance, mean square error (MSE) and coefficient of determination statistics (R2) are utilized as comparative metrics. Findings: For both training and testing, the R values for the ANN models were greater than 0.99. Based on the comparisons, it was discovered that the ANN model can be used to estimate the removal efficiency of BOD, TN, TP and TSS in WWTP and that the ANN model produces very similar and satisfying results to the APPDESIGNER model. The R-value (Correlation coefficient) of 0.9909 and the MSE of 5.962 indicate that the model is accurate. Because of the many benefits of the ANN models used in this study, it has a lot of potential as a general modeling tool for a range of other complicated process systems that are difficult to solve using conventional modeling techniques. Originality/value: The objective of this study was to develop an ANN model that could be used to estimate the removal efficiency of pollutants such as BOD, TN, TP and TSS at the effluent of various primary and secondary treatment methods in a WWTP. In the future, the ANN could be used to design a new WWTP and forecast the removal efficiency of pollutants.