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. 2018 Apr 4;8(23):12799–12807. doi: 10.1039/c8ra01657g
Parameter Stage 1 Stage 2 Stage 3
Time (days) 1–13 14–25 26–37
HRTMBR (h) 24 24 24
HRTAnoxic (h) 0 10 10
SRT (d) 55 55
Recycle ratio 200% 200%
DMAC (mg L−1) 1500–1700 800 3000
MLSSMBR (mg L−1) 8558 ± 433 11 897.5 ± 922.5 15 898.8 ± 303.8
MLVSSMBR (mg L−1) 5421 ± 24 7913.8 ± 1171.3 12 496.3 ± 98.8
MLSSAnoxic (mg L−1) 8353.87 ± 46.3 8610
MLVSSAnoxic (mg L−1) 5606.3 ± 856.3 6627.5
pH 8.3 ± 0.3 7.2 ± 0.3 8.6 ± 0.3
DOMBR (mg L−1) 0.24–5.64 0.24–6.14 0.25–0.32
DOAnoxic (mg L−1) ≤0.5 ≤0.5
Air flow rate (L min−1) 15 15 15
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HRT: Hydraulic retention time, SRT: sludge retention time, MLSS: mixed liquid suspended solids, MLVSS: mixed liquid volatile suspended solids, DO: dissolved oxygen.