Mathematical models are useful tools in the prediction of system responses
to operational changes in waste water treatment plants (WWTPs). The tanks-i
n-series model is one of the widespread hydraulic models in waste water tre
atment. This study shows the applicability of the mentioned model. Next to
the mixing of substrate in a conventional activated sludge system, an oxida
tion ditch and a trickling filter, also the flow propagation in a waste wat
er treatment plant was modelled. These different full-scale examples taken
from waste water treatment demonstrate the relative ease of model configura
tion and calibration. Difficulties like experimental design, modelling the
diffusion in biofilms and transients in flow rate were encountered. (C) 199
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