Employing Artificial Neural Networks to Predict the Performance of Domestic Sewage Treatment Terminals in the Rural Region

Table 1

Influent and effluent parameter of the rural domestic sewage terminal.

Parameter	Min		Max		Average
	Influent	Effluent	Influent	Effluent	Influent	Effluent
pH	6.2	6.3	8.56	8.67	6.88	6.96
Conductivity (μs/cm)	248	50.6	1479	1502	972.78	948.7
Turbidity (NTU)	4	1.71	435	98.6	52.55	22.46
NH3-N (mg/L)	4.4	1	131	156	53.41	45.98
TN (mg/L)	22	11	130	141	68.32	57.92
TP (mg/L)	0.3	0.37	11.03	11	5.187	4.248
COD (mg/L)	27	3	659	335	208.92	103.43