Operating Ranges by Process Zone
Process Zone Target DO (mg/L) Notes
Aeration Basin (Nitrification)2.0 – 4.0Minimum 2.0 for full nitrification
Aeration Basin (General)1.5 – 3.0Below 1.0 risks filamentous growth
Anoxic Zone (Denitrification)< 0.2DO inhibits denitrification
Anaerobic Zone (EBPR)< 0.05Critical for phosphorus release
Secondary Clarifier Effluent4.0 – 8.0Higher DO indicates good aeration
Digester (Anaerobic)0Strict anaerobic conditions required
Operating Ranges by Process
Process pH Range Notes
Activated Sludge6.5 – 8.5Optimal range for biological activity
Nitrification7.2 – 8.0Below 6.8 significantly inhibits nitrifiers
Denitrification6.5 – 8.0Less sensitive to pH than nitrification
Anaerobic Digestion6.8 – 7.4Below 6.5 = acid phase; above 8.0 = inhibited
Chemical Phosphorus Removal5.5 – 7.0Alum optimal around 6.0–7.0
Effluent Discharge (typical)6.0 – 9.0Varies by permit
Design & Operational Targets
Parameter Typical Range Units
F/M Ratio (Conventional AS)0.2 – 0.4lbs BOD / lb MLVSS / day
F/M Ratio (Extended Aeration)0.04 – 0.1lbs BOD / lb MLVSS / day
MCRT (Nitrification)10 – 20days (varies with temp)
MCRT (Conventional)5 – 15days
SVI (Good Settling)80 – 150mL/g
SVI (Bulking)> 200mL/g
Surface Loading Rate (Clarifier)400 – 800gpd/ft²
Solids Loading Rate (Clarifier)20 – 30lbs/day/ft²
VS Loading Rate (Digester)0.1 – 0.3lbs VS/day/ft³
Digester Detention Time15 – 30days
VSR (Anaerobic Digestion)38 – 55% (Class B minimum 38%)
Common Wastewater Conversions
From To Factor
MGDGPM× 694.44
MGDCFS× 1.5472
MGDL/s× 43.813
MGD × mg/Llbs/day× 8.34
mg/Llbs/MG× 8.34
ft³gallons× 7.481
acresft²× 43,560
°F°C(°F − 32) × 5/9