The removal of particles from water and wastewater streams is essentia
l and is usually accomplished through flocculation, sedimentation, and
filtration. Understanding particle removal requires understanding of
particle heterodispersity, especially with respect to size. A joint ma
thematical and experimental approach to studying changes in size distr
ibutions in these processes has proven quite insightful. Recommendatio
ns for analysts and manufacturers of particle size distribution analyz
ers based on mathematical principles are elucidated. Flocculation mode
lling is quite advanced and can be used predictively under certain wel
l defined conditions, but a full description of changes in the size di
stribution is not available for all conditions encountered. Insights f
rom flocculation modelling in the last ten years might make significan
t design and operational differences in the next ten years. Filtration
modelling is not as advanced, inasmuch as filtration is a far more co
mplex treatment process, but size distribution measurements have incre
ased understanding enormously, and modelling has enabled design and op
erational changes in common practice to be understood. (C) 1997 IAWQ.
Published by Elsevier Science Ltd.