Abstract:
The present paper presents an enhanced Activated Sludge Model No. 1 in which nitrification and denitrification are modelled as
two-step processes. The nitrification process is considered as a sequence of two steps carried out by two distinct genera of
bacteria, with nitrite as an intermediate product. For the denitrification process a parallel approach was used that considers nitrate
and nitrite to be directly reduced to molecular nitrogen. The new model is compared to the original Activated Sludge Model No. 1
using the Benchmark Simulation Model No. 1. In order to make the simulation model more realistic the secondary settler was
considered to be reactive. The new modelling approach showed different dynamics for the autotrophic biomass and the growth
substrate of the heterotrophic biomass, enhancing the agreement with the real process behaviour. The last part of the paper
presents the investigation of finding the optimal set-point for a cascade control scheme based on the Model Predictive Controller
at the outer control level and three PI controllers at the inner level. The control architecture is designed to keep the nitrate nitrogen
level at the end of the aerated zone at predefined set-points. The wastewater treatment plant performance is evaluated using the
operational costs criteria. The simulation results show that noteworthy costs can be saved using this control strategy.