Parameter Identification of an Activated Sludge Wastewater Treatment Process Based on Particle Swarm Optimization Method

Table 2

Influent wastewater characteristics.

	Inflow concentration (g⋅m^−3)			Flow (m^3⋅d^−1)		(d^−1)
	Exp. 1	61.2	180.13	16000	0.0343	0.0005	114
Exp. 2	62.8	183.6	16000	0.034	0.0005	225

: at = 3 hours, value changes to 0.0603.