Activated sludge models are widely used for planning and optimisation of wa
stewater treatment plants and on line applications are under development to
support the operation of complex treatment plants. A proper model is cruci
al for all of these applications. The task of parameter calibration is focu
sed in several papers and applications. An essential precondition for this
task is an appropriately defined model structure, which is often given much
less attention. Different model structures far a large scale treatment pla
nt with circulation flow are discussed in this paper. A more systematic met
hod to derive a suitable model structure is applied to this case. Results o
f a numerical hydraulic model are used for this purpose. The importance of
these efforts are proven by a high sensitivity of the simulation results wi
th respect to the selection of the model structure and the hydraulic condit
ions. Finally it is shown, that model calibration was possible only by adju
sting to the hydraulic behaviour and without any changes of biological para
meters. (C) 1999 IAWQ Published by Elsevier Science Ltd. All rights reserve
d.