Linear Active Disturbance Rejection Control of Dissolved Oxygen Concentration Based on Benchmark Simulation Model Number 1

Table 1

Effluent quality limits.

The variable limits	Value
Chemical oxygen demand (COD)	18 gN/m^3
Biochemical oxygen demand (BOD)	100 gCOD/m^3
Ammonium ()	4 gN/m^3
Total nitrogen (TN).	30 gSS/m^3
Total suspended solids (TSS)	100 gBOD/m^3