This work evaluates filtration followed by consolidation characteristics of
sodium chloride containing activated sludge. Experimental results indicate
that contact time and salinity level affect the dewatering efficiency. Con
sidering the consolidation stage, a critical salinity level (around 1-2% (w
/w)) is observed at which the contribution of secondary consolidation stage
reaches its minimum. Meanwhile the creeping among constituent aggregates b
ecomes much easier than in the original sludge. In addition, double-layer c
ompression/hydrophobic interactions and ion exchange partially account for
the experimental results. (C) 1999 Academic Press.