From: Effect of COD:N ratio on biological nitrogen removal using full-scale step-feed in municipal wastewater treatment plants
Parameter
SF1
SF2
Avg. flow rate (m3 d− 1)
84,000 ± 5000
433,820 ± 8000
SRT (d)
> 60
7 ± 1
HRT (h)
4.1 (avg.)
4.5 (avg.)
Anoxic
1.8 ± 0.5
0.7 ± 0.5
Aerobic
2.3 ± 1.5
3.8 ± 1.2
DO (mg L− 1)
0.2 ± 0.3
0.6 ± 0.5
0.9 ± 0.5