Numerous biological and physicochemical reactions take place in drinki
ng water distribution systems, and give rise to phenomena whereby the
organoleptic or bacteriological characteristics of the distributed wat
er are modified. Drinking water may contain residual biodegradable dis
solved organic compounds which provide a primary source for the format
ion of a trophic chain inside the pipes. Bacterial biomasses develop m
ainly on the internal surface of the pipes, where they are relatively
well protected from the action of chlorination agents. The detachment
of these biomasses is responsible for most of the bacterial proliferat
ion observed in water samples taken in distribution systems, and also
contributes to the installation of undesirable metazoea such as Asellu
s aquaticus. Combatting these biological developments calls for the ap
plication of preventive and remedial treatments, and these can be stud
ied more closely by the use of modelling. This article proposes a mode
l for the study of the behaviour of bacterial biomasses in distributio
n networks, taking into account the various major parameters which gov
ern their structure, such as the ratio of biodegradable dissolved orga
nic carbon (BDOC), temperature, residual chlorine, pH and the hydrauli
c conditions of each pipe, The model makes use of the data supplied by
the Piccolo hydraulic modelling software, which can provide predictiv
e mapping of the situation of each section of the network. What is mor
e, by taking into account the physiochemical and biological variations
in the water at the intake to the network, this dynamic model forecas
ts the evolution of the variables depending on residence time but also
on time, thus enabling better visualisation of a disruption in the sy
stem in real time. We discuss the influence of the expression of the d
etachment of fixed bacteria on solutions of the system of differential
equations. Use of the model reveals threshold values of temperature a
nd BDOC which can enable a natural limitation of bacterial biomasses i
n the network without the use of chlorine. Copyright (C) 1996 Elsevier
Science Ltd