Abstract
This study evaluates the potential of kriging-based (kriging and kriging-logistic) and machine learning models (MARS, GBRT, and ANN) in predicting the effluent arsenic concentration of a wastewater treatment plant. Two distinct input combination scenarios were established, using seven quantitative and qualitative independent influent variables. In the first scenario, all of the seven independent variables were taken into account for constructing the data-driven models. For the second input scenario, the forward selection k-fold cross-validation method was employed to select effective explanatory influent parameters. The results obtained from both input scenarios show that the kriging-logistic and machine learning models are effective and robust. However, using the feature selection procedure in the second scenario not only made the architecture of the model simpler and more effective, but also enhanced the performance of the developed models (e.g., around 7.8% performance enhancement of the RMSE). Although the standard kriging method provided the least good predictive results (RMSE = 0.18 ug/l and NSE=0.75), it was revealed that the kriging-logistic method gave the best performance among the applied models (RMSE = 0.11 ug/l and NSE=0.90).
Highlights
Most municipal and hospital Wastewater Treatment Plants (WWTPs) have regular effluent inspections in order to meet regulation standards
The water quality of a WWTP, we focus on the arsenic (As) concentration, is sensitive to parameters such as water temperature, pH, influent discharge, and contaminants. This is due to the fact that in WWTPs, the wastewater is biologically treated by metabolism processes resulting from the activity of microorganisms
This study aims to predict the effluent arsenic concentration in WWTPs based on several influent water quality parameters, such as influent arsenic values, flow, BOD, Total Sediment Solids (TSS), pH, temperature, and turbidity, using data-driven techniques, including kriging, logistic-kriging, multi-layer perceptron
Summary
Most municipal and hospital Wastewater Treatment Plants (WWTPs) have regular effluent inspections in order to meet regulation standards. Due to high laboratory analysis costs, human mistakes, and unprecedented technical problems, etc., it is not always possible to rely on regular measurements Under these conditions, the effluent quality cannot always be appropriately predicted using statistical and numerical methods (Pai et al, 2007; Høibye et al., 2008). The water quality of a WWTP, we focus on the arsenic (As) concentration, is sensitive to parameters such as water temperature, pH, influent discharge, and contaminants. This is due to the fact that in WWTPs, the wastewater is biologically treated by metabolism processes resulting from the activity of microorganisms. In that sense, having a reliable trained mathematical system, either for data prediction in case of having missing data or checking those measured data with ambiguity in the measurement process, would be of great value
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