Research Article
Employing Artificial Neural Networks to Predict the Performance of Domestic Sewage Treatment Terminals in the Rural Region
Table 3
Clustering centers of inputs and outputs.
| | Parameter | Cluster centers |
| | Effluent TN (mg/L) | 59 | | Effluent COD (mg/L) | 128 | | Influent pH | 6.64 | | Effluent pH | 6.75 | | Influent ammonia concentration (mg/L) | 56.5 | | Effluent ammonia concentration (mg/L) | 53.5 | | Influent conductivity (us/cm) | 976 | | Effluent conductivity (us/cm) | 928 | | Influent turbidity (NTU) | 39.9 | | Effluent turbidity (NTU) | 10.9 |
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