Operational Performance of an AnaerobicAnoxic-Aerobic Treatment System
DOI:
https://doi.org/10.21664/2238-8869.2017v6i3.p247-263Keywords:
Pollution control, Organic matter removal, UASB reactor, Wastewater treatmentAbstract
An anaerobic (UASB) – hybrid aerobic (suspended and attached growth activated sludge) wastewater treatment system was evaluated on the removal of organic matter, solids and nitrogen following its pre-operational phase. Analysis were made weekly based on composite samples, prepared by grab samples taken every four hours, during 24-hour cycle, weighted by flow rate, on each monitoring point (raw sewage, UASB, anoxic chamber, aerobic reactors, return sludge from secondary decanters and final effluent). The plant presented an average flow rate of 908 m3/h with peaks from 10 to 14 h. BOD was removed by 86 % (310 to 41 mg/L) being the highest parcel accounted by UASB reactors (70 %) and removal of total suspended solids reached 63 % (190 to 94 mg/L). Mean removals of TKN (71 %) and Ammonium (77 %) were above the value predicted by design and, probably the nitrification-denitrification process was not the dominant route.
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Singh L, Warid Z A, Siddiqui M F, Ahmad A, Ab.Rahim M H, Sakinah M 2013. Application of immobilized up flow anaerobic sludge blanket reactor using Clostridium LS2 for enhanced bio hydrogen production and treatment efficiency of palm oil mil effluent. International Journal of Hydrogen Energy 38(5): 2221-2229.
Tawfik A, Sobhey M, Badawy M 2008. Treatment of a combined daiary and domestic wastewater in a up-flow anaerobic sludge blanket (UASB) reactor followed by activates sludge (AS system). Dessalination 227: 167-177.
van Haandel A C, Lettinga G 1994. Anaerobic sewage treatment: a practical guide for reagions with a hot climate. John Wiley & Sons Ltd, Chichester-UK.
von Sperling M 1997. Lodos ativados (Princípios do Tratamento Biológico de Águas Residuárias). Volume 4. Belo horizonte: Departamento de Engenharia Sanitária e Ambiental. Belo Horizonte, DESA-UFMG, 416p.
von Sperling M 2005. Introdução à Qualidade das Águas e ao Tratamento de Esgotos (Princípios do Tratamento Biológico de Águas Residuárias). Terceira Edição, Volume 1. Belo Horizonte, DESA-UFMG, 452p.
von Sperling M, Freire V H, Chenicharo C A 2001. Performance evaluation of a UASB-activated sludge system treating municipal wastewater. Water Science and Technology 43(11): 323-331.
Brasil 2005. Conselho Nacional de Meio Ambiente – CONAMA. Resolução Conama n° 357, de 17 de março de 2005. Dispõe sobre a classificação dos corpos de água e diretrizes ambientais para o seu enquadramento, bem como estabelece as condições e padrões de lançamento de efluentes, e dá outras providências.
Brasil 2007. Lei 14445, de 5 de janeiro de 2007. Estabelece diretrizes nacionais para o saneamento básico; altera as Leis nos 6.766, de 19 de dezembro de 1979, 8.036, de 11 de maio de 1990, 8.666, de 21 de junho de 1993, 8.987, de 13 de fevereiro de 1995; revoga a Lei no6.528, de 11 de maio de 1978; e dá outras providências.
Brasil 2011. Conselho Nacional de Meio Ambiente – CONAMA. Resolução Conama n° 430, de 13 de maio de 2011. Dispõe sobre as condições e padrões de lançamento de efluentes, complementa e altera a Resolução no 357, de 17 de março de 2005.
Carvalho K, Salgado M T, Passig F H, Pires E C 2008. Avaliação hidrodinâmica de reator UASB submetido à variação cíclica de vazão. Engenharia Sanitária e Ambiental, ABES, Rio de Janeiro 13(2): 226-235.
Conceição V, Freire F B, Carvalho K Q 2013. Treatment of textile effluent containing indigo blue dye by a UASB reactor coupled with pottery clay adsorption. Acta Scientiarum. Technolgy 35(1): 53-58.
Ferraz D L M 2014. Eficiência de uma ETE em escala real composta por reator UASB seguido de Lodo Ativado. Dissertação Mestrado. Programa de Pós-graduação em Engenharia Sanitária, Universidade Federal de do Rio Grande do Norte.
Florencio L, Kato M T, Morais J C 2001. Domestic sewage treatment in a full-scale UASB plant at Mangueira, Recife, Pernambuco. Water Science and Technology 44(4): 71-77.
Foresti E 2001. Perspectives of Anaerobic Treatment in Developing Countries. Water Science and Technology 44(8): 141-148.
Gogate P R, Pandit A B 2004a 2004b. A review of imperative technologies for wastewater treatment II: hybrid methods. Advances in Environmental Research, 8(3-4): 553-597.
Gogate P R, Pandit A B 2004a. A review of imperative technologies for wastewater treatment I: oxidation technologies at ambient conditions. Advances in Environmental Research 8(3-4): 501–551.
Hernandes M, Rodrigues M 2013. Hydrogen production by anaerobic digestion of pig manure: effect of operating condition. Renewable Energy 53: 187-192.
Huang J S, Chou H H, Chen C M, Chiang C M 2007. Effect of recycle-to-influent ration on activities of nitrifiers and denitrifiers in a combined UASB-activated sludge reactor system. Chemosphere 68: 382-388.
Huang J S, Wu C S, Chen C M 2005. Microbial activity in a combined UASB-activated sludge reactor system. Chemosphere 61: 1032-1041.
Jianlong W, Hanchang S, Yi Q 2000. Watewater treatment in a hybrid biological reactor (HBR): effect of organic loading rates. Process Biochemistry 36: 297-303.
Jordão E P, Pessôa C A 2009. Tratamento de Esgotos Domésticos. 5ª Edição. Rio de Janeiro: ABES. 941p.
Lettinga G 2011. The Route of Anaerobic Waste (Water) Treatment toward Global Acceptance. In: Environmental Anaerobic Technology - Applications and New Developments. Edited by: Herbert H P Fang, © Imperial College Press, London, Chapter 1: 1-15.
Lettinga G, Rinzema A, Hulshoff Pol L W 1992. Possibilities and potentials of anaerobic wastewater treatment with emphasis on the UASB system. In: Baader, W (editor), Proceedings of the third workshop of the working group on biogas production technologies. CNREE network on biogas production and conversion for energy. Braunschweig, Germany. 73-90.
Mara D D 2004. Domestic Wastewater Treatment in Developing Countries. Earthscan, London-UK, 293p.
Oliveira S M A C, von Sperling M 2005. Avaliação de 166 ETEs em operação no país, compreendendo diversas tecnologias. Parte 1 - Análise de desempenho. Engenharia Sanitária e Ambiental, ABES, Rio de Janeiro, 10(4): 347-357.
Potier O, Pons M N 2006. Elements of Modelling and Control of Urban Wastewater Treatment Systems. In: Wastewater Quality Monitoring and Treatment (eds P. Quevauviller, O. Thomas and A. v. Der Beken), John Wiley & Sons Ltd, Chichester UK, 161-178.
Saliba P D, von Sperling M 2017. Performance evaluation of a large sewage treatment plant in Brazil, consisting of an upflow anaerobic sludge blanket reactor followed by activated sludge. Water Science and Technology 76(8): 2003-2015.
Salles M P M 2001. Principais Sistemas de Tratamento de Esgotos Sanitários em Mato Grosso do Sul, estudo de Caso: ETE – Miranda/MS. ABES – Trabalhos Técnicos, 21º Congresso Brasileiro de Engenharia Sanitária e Ambiental, João Pessoa-PB.
Silva G G, Naval L P, Rios R F M, Pedroza M M 2012. Biofiltro anaeróbio utilizado no pós-tratamento de efluentes de reator UASB – um estudo em escala real. Revista Aidis de Ingeniería y Ciencias Ambientales: Investigación, Desarrollo y Práctica 5(3): 39-50.
Singh L, Warid Z A, Siddiqui M F, Ahmad A, Ab.Rahim M H, Sakinah M 2013. Application of immobilized up flow anaerobic sludge blanket reactor using Clostridium LS2 for enhanced bio hydrogen production and treatment efficiency of palm oil mil effluent. International Journal of Hydrogen Energy 38(5): 2221-2229.
Tawfik A, Sobhey M, Badawy M 2008. Treatment of a combined daiary and domestic wastewater in a up-flow anaerobic sludge blanket (UASB) reactor followed by activates sludge (AS system). Dessalination 227: 167-177.
van Haandel A C, Lettinga G 1994. Anaerobic sewage treatment: a practical guide for reagions with a hot climate. John Wiley & Sons Ltd, Chichester-UK.
von Sperling M 1997. Lodos ativados (Princípios do Tratamento Biológico de Águas Residuárias). Volume 4. Belo horizonte: Departamento de Engenharia Sanitária e Ambiental. Belo Horizonte, DESA-UFMG, 416p.
von Sperling M 2005. Introdução à Qualidade das Águas e ao Tratamento de Esgotos (Princípios do Tratamento Biológico de Águas Residuárias). Terceira Edição, Volume 1. Belo Horizonte, DESA-UFMG, 452p.
von Sperling M, Freire V H, Chenicharo C A 2001. Performance evaluation of a UASB-activated sludge system treating municipal wastewater. Water Science and Technology 43(11): 323-331.
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2017-12-31
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ARAUJO, Andre Luis Calado; FERRAZ, Danilo Luiz de Magalhães; VIEIRA CUNHA, Paulo Eduardo; FERNANDES NETO, Cícero; ARAÚJO DA SILVA, Fernando José. Operational Performance of an AnaerobicAnoxic-Aerobic Treatment System. Fronteiras - Journal of Social, Technological and Environmental Science, [S. l.], v. 6, n. 3, p. 247–263, 2017. DOI: 10.21664/2238-8869.2017v6i3.p247-263. Disponível em: https://revistas2.unievangelica.edu.br/index.php/fronteiras/article/view/2108. Acesso em: 24 nov. 2024.
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