Vortex combined sewer overflow (CSO) structures with a peripheral spil
l weir are sometimes used within UK sewerage systems for the preventio
n of flooding and the retention of pollutants within the sewer system.
The velocity distribution within such a CSO chamber has been simulate
d using the 3D mathematical model FLUENT. Similarly the particle track
ing routine of FLUENT has been utilised to predict the trajectory and
final destination (treatment or spill) or individual particles with kn
own size and terminal velocity which were introduced within the inflow
to the chamber. From this data it has been possible to predict the so
lids separation retention efficiency for these particles and the resul
ts have been compared with previously published experimental data. Som
e agreement was observed between the two sets of results. The paper is
concluded by a discussion concerning the capability and limitations o
f the FLUENT model to predict the hydraulic and pollutant retention pe
rformance of a Vortex CSO chamber.