STRIPPING DE AMÔNIA DE LIXIVIADO DE ATERRO SANITÁRIO EM REATORES DE FLUXO PISTONADO

• Autor(a) principal: Campos, Danuza Costa
• Data de Publicação: 2009
• Tipo de documento: Dissertação
• Idioma: por
• Título da fonte: Biblioteca Digital de Teses e Dissertações da UEPB
• Texto Completo: http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2168
• topic: aterro sanitário; lixiviado; stripping de amônia; reatores de fluxo pistonado; landfill; leachate; ammonia stripping; plug-flow reactors in series; CNPQ::ENGENHARIAS::ENGENHARIA SANITARIA

By the population growth, the production of municipal solid residues is enhancing, and consequently the final disposal of such residues has been one of the major environmental problems faced in large urban centers. Lately the most used form of arrangement is the sanitary landfill, and when the residues are biodegraded inside the landfill cells they produce leachate and biogas. The leachate is a highly liquid pollutant, besides having high concentrations of ammonia nitrogen. Treating leachate is a very difficult task once its composition is very complex. A kind of treatment that is being developed is the stripping of ammonia where this chemical will be removed from the leachate by the mass transfer of the liquid phase to gas. Therefore, this paper addressed to study the ammonia stripping process in leachate liquids using plug-flow reactors in series. In order to accomplish the experimental part four plugflow reactors in series were built, with average height of 50 centimeters, without forced air supplier and without the leachate pH adjustment. The leachate samples used was from the metropolitan landfill of João Pessoa city, Paraiba, which was collected and transported to the EXTRABES laboratory and made the physicalchemical caracterization. The experimental monitoring system consisted of four distinct phases, with applied superficial loads of 450, 500, 600 and 700 kg NH4 +. ha 1.dia 1, hydraulic detention time equal to 65, 60, 50 and 38 days, and it was obtained an average efficiency of ammonia nitrogen removal around 96.1%, 99.7%, 99.5% and 98.5% respectively. At the end of monitoring, the reactor was discharged and made microscopic examinations of the remaining sludge reactor and each can observe the presence of bacteria fototróficas anoxigênicas, cocci, bacilli and algae. Can be found in this study that the higher the applied superficial load, was greater efficiency of removal of ammonia nitrogen, which may be load tested to verify the larger surface of contaminant removal.