ABSTRACT
Methanogenesis involves several enzymes with trace metal components that catalyze major metabolic pathways and, therefore, requires a sufficient supply of micronutrients such as iron, nickel or cobalt. The statistically-based Plackett-Burman experimental design was adopted in this study to identify which trace metal have a statistically significant effect on the maximum methane production from domestic sewage. The addition of Barium (Ba), Cobalt (Co), Copper (Cu), Iron (Fe), Manganese (Mn), Nickel (Ni) and Selenium (Se) was tested in batch reactors using domestic sewage as the substrate and sewage sludge as the inoculum. The results showed that the addition of Fe was statistically significant, positively affecting the maximum CH4 production (p-value 0.05). The results are expressed in L of CH4 per g of Chemical Oxygen Demand added, increasing it from 0.10 to 0.13 LCH4 gCODadd-1. In L of CH4 per g of Volatile Solids, increased it from 0.031 to 0.040 LCH4 gVS-1. The addition of Se was statistically significant, but with a negative effect on the maximum methane production (p-value 0.002), which decreased from 0.13 to 0.10 LCH4.gCODadd-1. Moreover, six different Fe concentrations (0, 40, 80, 120, 160 and 200 mgL-1) were tested, showing that the addition of 120 mgL-1 had the greatest effect for statistically improving the maximum methane production, with 33% improvement (0.12 ± 0.003 to 0.16 ± 0.012 LCH4 gCODadd-1) compared to no addition of Fe and the specific CH4 production to 0.040 ± 0.001 LCH4 gVS-1.
Subject(s)
Bioreactors , Sewage , Anaerobiosis , Biofuels , Methane , Research DesignABSTRACT
RESUMO O objetivo principal da pesquisa foi avaliar o potencial de tratamento de esgoto sanitário de baixa carga orgânica em reator compartimentado anaeróbio/aeróbio (RCAA) em escala piloto. O reator, mantido em temperatura ambiente (27ºC a 30ºC), foi implantado no campus da Universidade Estadual Paulista "Júlio de Mesquita Filho" (UNESP) (Bauru, SP, Brasil) e tratou esgoto sanitário com carga orgânica entre 0,06 e 0,61 kg DQO.d-1. O RCAA é composto de quatro câmaras fisicamente separadas, sendo as três primeiras anaeróbias e a quarta aeróbia, seguidas por decantador laminar. O monitoramento foi realizado durante o período de 203 dias para tempos de detenção hidráulica total (TDH) de 33, 22, 16,5 e 8,25 horas. Durante o período experimental, verificou-se remoção média de matéria orgânica, em termos de demanda química de oxigênio total (DQOTotal), de 71 a 82% no sistema completo, com valores elevados de remoção na fase anaeróbia entre 62 e 71%. Em termos de sólidos em suspensão totais (SST), o reator apresentou remoções médias em torno de 90%. Os resultados obtidos nesta pesquisa permitiram um avanço no conhecimento operacional de uma alternativa biotecnológica de baixo custo, com o propósito de diminuir o impacto causado pela geração de esgotos de pequenas comunidades urbanas e rurais que ainda não contam com sistema de tratamento, e ainda possibilitar o reúso do efluente tratado.
ABSTRACT The research's main goal was to evaluate the treatment potential of low-strength sanitary sewage in an anaerobic/aerobic baffled reactor (AABR) at pilot-scale. The reactor, maintained at room temperature (27ºC to 30ºC), was deployed at Universidade Estadual Paulista "Júlio de Mesquita Filho" (UNESP), campus Bauru (SP, Brazil), and treated sanitary sewage with organic charge between 0.06 and 0.61 kgCOD.d-1. The AABR was composed by four chambers, physically separated, being the first three chambers anaerobic and the forth chamber aerobic, followed by a settling tank. The monitoration was done during 203 days for the hydraulic retention times (HRT) of 33, 22, 16.5 and 8.25 hours. During the experimental period, it was verified in the whole system a chemical oxygen demand (COD) removal between 71 and 82%, with high removal rates in the anaerobic phase between 62 and 71%. In terms of total suspended solids (TSS), the reactor reached average removal around 90%. The progress reached with this research allowed to present a low cost biotechnological alternative, with the propose of solving the sewage demand derived from small urban and rural communities, and also making possible the reuse of the treated effluent.
