Abstract
A large pilot-scale membrane bioreactor (MBR) with a conventional denitrification/nitrification scheme for municipal wastewater treatment has been modelled with an extended version of ASM3 available in the literature, according to which heterotrophic biomass growth occurs on both readily biodegradable COD and storage products. The model has been regularly calibrated by means of respirometric techniques and validated against experimental data of MLSS concentration in the biotank, effluent COD and nitrogen forms. The applied model was able to fairly predict the routinely monitored effluent quality (COD, NH4-N and NO3-N) and sludge production. The model appears to be suitable for improved biological process modelling of MBRs, leading to better process optimization of MBRs for municipal wastewater treatment.