The parameters in the mathematical simulation model for the nutrient remova
l activated sludge process were calibrated by using operational performance
data obtained on enhanced biological phosphorus removal activated sludge p
rocesses treating urban sewage. By changing five parameters, maximum specif
ic growth rate of nitrifiers, saturation constant of ammonia for nitrifiers
, maximum specific hydrolysis rate under anaerobic conditions, maximum spec
ific fermentation rate, and maximum specific polyphosphate accumulation rat
e of polyphosphate accumulating organisms (PAOs), the process performance w
as well reproduced by simulation. For the improvement of simulation, inclus
ion of the formation or presence of soluble COD which is not utilized by PA
Os either directly or via fermentation was proposed.