Mass of Wasted Activated Sludge
Mass of Wasted Activated Sludge is the total mass of sludge that is removed from the wastewater treatment process, specifically from the activated sludge system.
Symbol: Mws
Measurement: WeightUnit: mg
Note: Value should be greater than 0.
Maximum Yield Coefficient
Maximum Yield Coefficient is the maximum mg of cells produced per mg organic matter removed.
Symbol: Y
Measurement: NAUnit: Unitless
Note: Value should be between 0.4 to 0.8.
Sewage Discharge
Sewage Discharge is the flow rate of sewage when it is being discharged in the river.
Symbol: Qs
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
Influent BOD
Influent BOD is the total amount of BOD which is present in the incoming sewage.
Symbol: Qi
Measurement: DensityUnit: mg/L
Note: Value should be greater than 0.
Effluent BOD
Effluent BOD is the amount of BOD present in the outing sewage.
Symbol: Qo
Measurement: DensityUnit: mg/L
Note: Value should be greater than 0.
Endogenous Respiration Rate Constant
Endogenous Respiration Rate Constant is used for designing a complete-mix activated-sludge system.
Symbol: Ke
Measurement: First Order Reaction Rate ConstantUnit: d⁻¹
Note: Value should be greater than 0.
Volume of Tank
Volume of Tank is defined as the capacity of flocculation and mixing tank.
Symbol: V
Measurement: VolumeUnit: m³
Note: Value should be greater than 0.
Mixed Liquor Suspended Solids
Mixed Liquor Suspended Solids is the concentration of suspended solids in the mixed liquor of an aeration tank during the activated sludge process.
Symbol: X'
Measurement: DensityUnit: mg/L
Note: Value should be between 1000 to 6500.