Design and characterization of a prototype anaerobic reactor for domestic wastewater treatment using fixed biomass

Josefa Rodríguez-Morales, M. Ramos-López, J. Campos-Guillén, J. Ledesma-García
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Abstract

In developing countries, the RAFA (Anaerobic Upflow Reactor) reactor stands out as a viable alternative in wastewater treatment. In addition, biofilters are used in the biological reactors that have the objective of biofilm formation, by means of which effluents of better quality are obtained. An anaerobic reactor of 140 Liters was evaluated for the treatment of domestic wastewater. Granular activated carbon and cellulose fiber filters were placed outside. After the stabilization of the reactor (3-6 months), different volumes corresponding to 3, 5 and 7 liters / day of residual water were evaluated, with hydraulic retention times (HRT) of 47, 28 and 20 days, respectively. Percentages of reduction of BOD5, COD, SST and fecal coliforms were obtained for the 3 effluents. It was obtained for 3 liters / day: 90%, 66%, 90% and 99.9%. For 5 liters / day: 93%, 71%, 90% and 99.9%. For 7 liters / day: 80%, 65%, 91% and 99.9%. With these results and comparing them with the NOM-003-Ecol-1997. It is concluded that the treated wastewater can be reused to be reused in public services.
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用固定生物质处理生活污水的厌氧反应器原型的设计与表征
在发展中国家,RAFA(厌氧上流式反应器)反应器作为污水处理的可行替代方案脱颖而出。此外,生物过滤器还用于生物反应器,其目的是形成生物膜,从而获得质量较好的出水。对140 l厌氧反应器处理生活污水进行了评价。颗粒活性炭和纤维素纤维过滤器放置在外面。反应器稳定后(3 ~ 6个月),分别评价3、5、7升/天的剩余水对应的不同容积,水力滞留时间(HRT)分别为47、28、20天。测定了3种污水的BOD5、COD、SST和粪便大肠菌群的降低百分比。3升/天的回收率分别为90%、66%、90%和99.9%。5升/天:93%,71%,90%和99.9%。7升/天:80%,65%,91%和99.9%。并与NOM-003-Ecol-1997进行比较。结果表明,处理后的废水可回用于公共服务。
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