Made available in DSpace on 2014-12-17T15:03:27Z (GMT). No. of bitstreams: 1 WelitonFBF_DISSERT.pdf: 2010897 bytes, checksum: 9145c54f00922f08967d3beb644f5f73 (MD5) Previous issue date: 2011-07-28 / Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior / The improper disposal of nitrogen in receiving water courses causes problems such as toxicity to living beings through the consumption of oxygen to meet the nitrogen demand, eutrophication and nitrate contamination of aquifers. For this reason it is often necessary to be carried out complementary treatment of wastewater to eliminate or reduce the concentration of this compound in the wastewater. The objective of this study is to evaluate the biological removal of nitrogen compounds using submerged aerated and anoxic filters as post-treatment of an anaerobic system, with low cost and innovative technology, which in previous studies has shown high removal efficiency of organic matter and great potential biological nitrogen compounds removal. The simple design with perforated hoses for air distribution and filling with plastic parts proved to be very efficient in relation to organic matter removal and nitrification. The system presented, in the best stage, efficiency in converting ammonia to nitrate by 71%, and produced a final effluent concentration below 10 mg / L of NH3-N. In addition, carbon concentration was removed by 77%, producing final effluent with 24 mg/L COD. However, denitrification in anoxic filter was not effective even with the addition of an external carbon source. There was a reduction of up to 56% of nitrogen caused by the process of simultaneous nitrification and denitrification (SND). The high voids space presented by this type of support material coupled with direct aeration of the sludge, allows the respiration of biomass retained between the endogenous phase, increased cell retention time and sludge retention capacity, producing a final effluent with turbidity less than 5 UT and total suspended solids around 5.0 mg/L / A disposi??o inadequada do nitrog?nio em corpos receptores gera problemas como: toxicidade para seres vivos; consumo de oxig?nio do meio para atender a demanda nitrogenada; eutrofiza??o; e contamina??o dos aqu?feros por nitrato. Por esta raz?o ? muitas vezes necess?rio que seja realizado tratamento complementar dos esgotos para eliminar, ou reduzir, a concentra??o deste composto nas ?guas residu?rias. O objetivo deste trabalho ? avaliar a remo??o biol?gica dos compostos nitrogenados utilizando filtros aerados submersos como p?s-tratamento de um sistema anaer?bio, com tecnologia inovadora, de baixo custo, que em estudos anteriores demonstrou grande efici?ncia na remo??o de mat?ria org?nica carbon?cea e grande potencial na remo??o biol?gica de compostos nitrogenados. A forma simples como o sistema foi concebido, com mangueiras perfuradas para distribui??o do ar e preenchimento com pe?as pl?sticas - condu?te cortado - mostrou-se bastante eficiente em rela??o ? remo??o de mat?ria org?nica e na nitrifica??o. O sistema apresentou, na melhor fase, efici?ncia na convers?o de nitrog?nio amoniacal em nitrato de 71%, e produziu efluente final com concentra??o de N-NH3 inferior a 10 mg/L. Al?m disso, observou-se uma redu??o de 77% na concentra??o de carbono, produzindo efluente final com 24 mg/L de DQO. Contudo a desnitrifica??o no filtro an?xico n?o se mostrou eficiente mesmo com a adi??o de uma fonte externa de carbono. Mesmo assim observou-se redu??o de at? 56% do nitrog?nio causado pelo processo de Nitrifica??o e Desnitrifica??o Simult?neas (SND). O grande ?ndice de vazios apresentado por este tipo de material suporte aliado ? aera??o direta do lodo, permite que a respira??o da biomassa retida entre na fase end?gena, aumentado o tempo de reten??o celular e a capacidade de reten??o de lodo, produzindo um efluente final com turbidez inferior a 5 UT e SST em torno de 5,0 mg/L