This article discusses the application of particle size analysis to be
tter understanding and improved design of the direct filtration proces
s (no chemical pretreatment) of secondary municipal effluents. Particl
e size distributions (PSD) of various plant effluents are described an
d interpreted. Results from laboratory experiments are presented, poin
ting out a major divergence of effluent filtration from classical wate
r filtration theory. A mathematical model introducing the PSD function
into a 'classical' filtration model is presented exemplifying PSD app
lication to improved wastewater filtration.