Anglian Water (AW) operates ozone facilities as a treatment stage at a
ll its surface water sources. The main ozone treatment stage takes pla
ce after filtration in multi-compartment concrete ozone contactors. Th
ese have two stages of ozone gas injection via ceramic bubble diffuser
s and two decay stages. To enable AW to gain a better understanding of
the contact tank performance, a computer simulation model incorporati
ng Computational Fluid Dynamics and ozone process modeling was develop
ed in conjunction with AEA Harwell. The model was calibrated using sit
e data from Alton WTW. The results were used to improve the tank desig
n and to optimize the ozone dose; this resulted in improved performanc
e and a significant reduction in ozone dose.