The North Tyneside bathing waters' scheme reduces the frequency and qu
ality of storm sewage which is discharged inshore from existing interc
eptor sewers along the coast. Flow-simulation modelling is applied to
the existing system to determine the frequency and volume of intercept
or sewer overflow against a range of storm intensity and return period
s. The models are extended to an evaluation of new systems of storm-se
wage management. An optimized solution is described in which new storm
sewers are utilized for the storage of all storm-sewage overflow disc
harges prior to screening and pumping of the storm sewage to sea via a
n outfall.