In the present paper a model for the simulation of in-sewer transformation
processes occurring during the transport of wastewater under aerobic condit
ions is presented. The basic approach is to use a detailed description of t
he transport processes to separate the effect of advection-dispersion in th
e variations of concentration (of a certain pollutant in a certain pipe len
gth) from those due to transformation processes. The focus is on dry weathe
r flow and free surface flows. Processes such as reaeration, heterotrophic
growth and decay, hydrolysis, ammonification and biofilm consumption of sub
strate and oxygen are considered. Transformation processes are modelled usi
ng a similar approach to that of the IAWQ Activated sludge model n degrees
1. Results of tracer experiments are presented showing the relevance of dis
persion in pipe flow. The results of sensitivity analysis on the model para
meters are presented. The model results are especially sensitive to variati
ons in yield and maximum growth rate for heterotrophs. Thus, these paramete
rs should be determined experimentally for a given system. Less precise est
imates for the other parameters have less impact on the model results. This
aspect is especially relevant due to the lack of established methods for t
he estimation of these parameters for sewer systems modelling. (C) 1999 Pub
lished by Elsevier Science Ltd on behalf of the IAWQ. All rights reserved.