DIAS, M. C.; DIAS, Mônica Coura.
Resumo:
The activated sludge process is, today, the most widely applied system for biological watse water treatment. In regions with cold or temperate climates removal of biodegradable organic material from waste
waters has been remarkably efficient. By contrast in Brazil, where seve
ral activated sludge plants are in operation, performance has been unsa
tisfactory. The weak performance appears to be due to inadequate design
criteria for the locally prevailing conditions. In the present work it
is attempted to make a contribution to the development of an activated
sludge theory, applicable to tropical regions. The contribution is res
tricted to modelling of the removal of organic material from the influ
ent, sludge growth and oxygen consumption, in a completely mixed activa
ted sludge process under constant flow and load conditions. A bench
scale activated sludge system was operated at a temperatura of 28°C and
at various sludge ages: 3, 10, 20 and 30 days. Based on the experimental results a model for the activated sludge system is presented that
describes quantitatively the behaviour of the completely mixed activa
ted sludge process insofar as effluent quality, sludge production and
oxygen consumption is concerned.