Ys. Zheng et Dm. Bagley, DYNAMIC-MODEL FOR ZONE SETTLING AND COMPRESSION IN GRAVITY THICKENERS, Journal of environmental engineering, 124(10), 1998, pp. 953-958
A model was developed for predicting the solids concentration profile
in the zone-settling and compression regimes of a gravity thickener. T
his dynamic one-dimensional model arises from a force balance across a
settling layer and retains the effective solids pressure component of
that balance. A function relating effective solids pressure to solids
concentration and the rate of change of solids concentration is propo
sed from consideration of the hydrodynamic stress transmittance. The f
inal expression contains four parameters, two for the zone-settling ve
locity component, which are determined from batch settling tests, and
two new parameters, which are determined by regression from solids con
centration profile data. The model is applied to steady-state secondar
y clarifiers and provides good agreement with literature data for both
laboratory and field-scale clarifiers. Unlike other methods, this mod
el directly predicts the solids concentration profile in both the zone
-settling and compression regimes for various operating conditions wit
h one set of sludge-specific parameters.