Compared with sedimentation, dissolved-air flotation (DAP) is a more effici
ent clarification process for separating floc particles, which are often lo
w in density. This article investigates the use of short flocculation times
with high DAF and filter hydraulic loading rates and examines the feasibil
ity of integrating high-rate DAF technology into water facility design. Res
earch was conducted at pilot scale using two water sources of varying quali
ty. Numerous runs were carried out under extremely conservative cold water
conditions of 3-5 degrees C. The most important research finding is that in
tegration of high-rate DAF treatment technology is feasible. DAF treatment
facilities may be designed and operated with flocculation times of 5 min, D
AF hydraulic loading rates of 30-40 m/h (12-16 gpm/sq ft) depending on wate
r temperature, and high filtration rates of 28 m/h (8 gpm/sq ft). At higher
DAF loading rates, excess air bubbles can be eliminated by internal or ext
ernal air removal methods.