The separation of activated sludge in secondary settling tanks is the cruci
al step in biological wastewater treatment from the point of view of both f
inal effluent quality and operation of the aeration plant. The sludge-separ
ation problems of bulking and foaming are connected with an excessive growt
h of filamentous micro-organisms in the biocenosis of activated sludge.
This paper (a) describes the methods which are used for the quantification
of activated-sludge separation problems, and (b) summarizes the design reco
mmendations for bulking and foaming control.