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Research Article

Intelligent sewage discharge control in a wastewater treatment plant during rainfall periods

ORCID Icon, ORCID Icon, ORCID Icon, &
Pages 380-393 | Received 04 Jul 2022, Accepted 10 Jan 2023, Published online: 14 Feb 2023

Figures & data

Figure 1. The methodology flow chart.

Figure 1. The methodology flow chart.

Figure 2. Pareto charts for (a) all variables (b) the best-subset regression based on R2 (c) the best-subset regression based on Mallows’ CP (d) progressive stepwise regression.

Figure 2. Pareto charts for (a) all variables (b) the best-subset regression based on R2 (c) the best-subset regression based on Mallows’ CP (d) progressive stepwise regression.

Table 1. Results of the selection of Hellwig method predictors.

Figure 3. Proposals of considered predictor sets for building regression models.

Figure 3. Proposals of considered predictor sets for building regression models.

Table 2. Quality of influent flow regression models based on selected predictor sets.

Figure 4. True and predicted influent flow to WTTP in each month for Quadratic SVM.

Figure 4. True and predicted influent flow to WTTP in each month for Quadratic SVM.

Figure 5. Decision Tree for WTTP.

Figure 5. Decision Tree for WTTP.

Figure 6. TPR and FNR for training, test and validation sets.

Figure 6. TPR and FNR for training, test and validation sets.

Data availability statement

On analyses in this manuscript, please contact: [email protected]