Membrane filtration is adequate for producing disinfected clear water suita
ble for various kinds of applications. However, fouling of membranes is the
main limitation. This study has focused on the ability of flocculation to
remove from wastewater the organic colloids which play an important role in
the fouling phenomena. First, flocculation was optimized for high-efficien
cy removal of suspended solids and organic material, and then, at a selecte
d ferric chloride dose and pH, was used as a first step before filtration o
n membranes ranging from UF (50 KDa) to NF. This resulted in an improvement
of the filtration flux. Fouling increased when high molecular weight cut-o
ff (MWCO) membranes were used. The fouling mechanism seems to be blocking,
by internal clogging and cake formation becoming preponderant with time, pH
5.5 (charge neutralization zone) provided better removal and lower fouling
intensity than pH 7.8 (sweep coagulation zone). Ultrafiltration of 4 KDa a
t acidic pH 5.5 and 150 mg/L ferric chloride could reduce DOC by 70% and UV
-254 nm by 60%. The quality of the filtrate was better than that obtained w
ith nanofiltration at basic pH 7.8 with the same dose of flocculant and the
fouling was lower with a 4 KDa membrane. Thus coupling of flocculation wit
h a UF membrane might be the best compromise for producing, in very compact
units, very clear water for possible reuse in industrial areas.