In laboratory batch tests, ozonation improved the removal of suspended
solids in a subsequent settling process compared with controls in whi
ch oxygen was the contacting gas. The amount of improvement (up to 55%
) was dependent on raw water hardness and the initial suspended solids
concentration. The particle size distributions observed both before a
nd after treatment with ozone closely fit a power law model used by ot
hers. For the highest hardness water tested, the increase in particle
size after ozonation was significant at the 5% level. A 4 liter/min te
st loop was used to treat part of a hatchery water supply in Alaska. T
he use of ozone prior to sedimentation or filtration improved the remo
val of suspended solids.