MENEZES, G. A.; MENEZES, Gabriel Alves de.
Resumen:
With population growth and industrial development over the last few centuries, the
volume of wastewater produced in large and small centers has grown exponentially, humanity
is now focusing on the final destination and environmental damage that this increasing
volume causes, in a short and a long term. On this reasoning,the treatment of wastewater
appears as a more viable alternative and, as an effective alternative and at low cost, the
biological treatment. This work presents the discussion of the assembly and operation of a
sludge activated system in a sequential batch regime, in order to obtain satisfactory
parameters for the removal of organic matter and nitrogen from municipal wastewater, more
specifically from a residential condominium in Campina Grande. In this study, the operating
conditions were calculated and checked for a system operating nitrification and denitrification
in separate chambers by means of two reactors with capacity of 500L that were
interconnected and, therefore, shared a recirculation flow, the balance of the system in the two
zones and, with the aid of laboratory tests and theory, should be in the range between 250 and
280 L / h. It is concluded that for the equilibrium of the system the laboratorial monitoring of
the ratio between nitrification and denitrification, its rates and volumes present in each
reactor, as well as the correct automation of the phases of the system performed by timersis
matter of fundamental importance. Finally, it is verified that the system operating for the
assembly carried out presents favorable treatment potential for the removal of nitrogen and
organic matter since it is monitored periodically and presents conditions for stabilization of
the biomass.