Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação

Detalhes bibliográficos
Ano de defesa: 2012
Autor(a) principal: Kuczman, Osvaldo lattes
Orientador(a): Tavares, Maria Hermínia Ferreira lattes
Banca de defesa: Não Informado pela instituição
Tipo de documento: Tese
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Estadual do Oeste do Parana
Programa de Pós-Graduação: Programa de Pós-Graduação "Stricto Sensu" em Engenharia Agrícola
Departamento: Engenharia
País: BR
Palavras-chave em Português:
Palavras-chave em Inglês:
Área do conhecimento CNPq:
Link de acesso: http://tede.unioeste.br:8080/tede/handle/tede/430
Resumo: The cassava starch industries generate daily a large volume of wastewater effluent that, stabilized in ponds, waste its biogas energy and pollute the atmosphere. To contribute with the reversion of this reality, this manipueira treatment research in one phase anaerobic horizontal pilot reactor with continuous feeding was developed. The reactor was implanted at a starch factory, Toledo, PR, which processes 160 ton cassava day-1 and originates 800 m3 of cassava wastewater. The biomass agitation was obtained by biogas recirculation, pumped by radial compressor, being the support medium set up with 15 x 4 cm bamboo pieces. The cassava wastewater, in natura, flowed by a sand and clay separating chamber, feeding the reactor with volume measured by an hydrometer. The experimental design was a completely randomized design, with the responses submitted to multivariate analysis and to statistical quality control through R 13.0 and Minitab 15.1.0.0 softwares, respectively. The average organic loadings in chemical oxygen demand (COD) were 0.556; 0.670; 0.678; 0.770 and 0.902 g L-1; and in volatile solids (VS) 0.659; 0.608; 0.570; 0.761 and 0.816 g L-1 at the hydraulic retention times (HRT) of 13.0; 11.5; 10.0; 7.0 and 7.0 days. The average reductions for COD, at the same order that the HRTs, were 88; 80; 88; 67 and 70% and for VS 76; 77; 65; 61 and 53%. The biogas productions relatively to COD consumed were 0.368; 0.795; 0.891; 0.907 and 0.626 Lg-1, relatively to VS consumed were 0.524; 0.930; 1.757; 0.952 and 0.981 Lg-1 and volumetrically 0.131; 0.330; 0.430; 0.374 and 0.377 L L-1 d-1, with an average methane content of 56%. The 10.0 days HRT was evaluated with an average temperature of 27.7 °C and the others with temperatures ranging from 21.2 to 23.5 °C. The agitation efficiency was proven as it increased the reactor s performance, in spite of a 2.3 °C average reduction at the temperature. The stability indicators pH and volatile acidity/total alkalinity (VA/TA) relation remained between 6.51 to 7.45 and 0.11 to 0.82, respectively. Although the relation VA/TA has presented risk values, the reactor remained stable, possibly due to the support medium presence
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spelling Tavares, Maria Hermínia FerreiraCPF:16991915904http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4780879T3CPF:40811239934http://lattes.cnpq.br/7086488854107486Kuczman, Osvaldo2017-05-12T14:48:45Z2013-09-122012-05-15KUCZMAN, Osvaldo. Treatment of cassava starch extraction effluent in a one phase Tubular horizontal reactor with support medium and agitation. 2012. 148 f. Tese (Doutorado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2012.http://tede.unioeste.br:8080/tede/handle/tede/430The cassava starch industries generate daily a large volume of wastewater effluent that, stabilized in ponds, waste its biogas energy and pollute the atmosphere. To contribute with the reversion of this reality, this manipueira treatment research in one phase anaerobic horizontal pilot reactor with continuous feeding was developed. The reactor was implanted at a starch factory, Toledo, PR, which processes 160 ton cassava day-1 and originates 800 m3 of cassava wastewater. The biomass agitation was obtained by biogas recirculation, pumped by radial compressor, being the support medium set up with 15 x 4 cm bamboo pieces. The cassava wastewater, in natura, flowed by a sand and clay separating chamber, feeding the reactor with volume measured by an hydrometer. The experimental design was a completely randomized design, with the responses submitted to multivariate analysis and to statistical quality control through R 13.0 and Minitab 15.1.0.0 softwares, respectively. The average organic loadings in chemical oxygen demand (COD) were 0.556; 0.670; 0.678; 0.770 and 0.902 g L-1; and in volatile solids (VS) 0.659; 0.608; 0.570; 0.761 and 0.816 g L-1 at the hydraulic retention times (HRT) of 13.0; 11.5; 10.0; 7.0 and 7.0 days. The average reductions for COD, at the same order that the HRTs, were 88; 80; 88; 67 and 70% and for VS 76; 77; 65; 61 and 53%. The biogas productions relatively to COD consumed were 0.368; 0.795; 0.891; 0.907 and 0.626 Lg-1, relatively to VS consumed were 0.524; 0.930; 1.757; 0.952 and 0.981 Lg-1 and volumetrically 0.131; 0.330; 0.430; 0.374 and 0.377 L L-1 d-1, with an average methane content of 56%. The 10.0 days HRT was evaluated with an average temperature of 27.7 °C and the others with temperatures ranging from 21.2 to 23.5 °C. The agitation efficiency was proven as it increased the reactor s performance, in spite of a 2.3 °C average reduction at the temperature. The stability indicators pH and volatile acidity/total alkalinity (VA/TA) relation remained between 6.51 to 7.45 and 0.11 to 0.82, respectively. Although the relation VA/TA has presented risk values, the reactor remained stable, possibly due to the support medium presenceAs fecularias produzem diariamente um grande volume de manipueira, que, estabilizada em lagoas, desperdiça a energia do biogás e polui a atmosfera. Para contribuir com a reversão dessa realidade, desenvolveu-se esta pesquisa de tratamento de manipueira em reator anaeróbio horizontal piloto com alimentação contínua. O reator foi implantado numa fecularia, em Toledo PR, que processa 160 t de mandioca dia-1 e gera 800 m3 de manipueira. A agitação da biomassa foi realizada por recirculação de biogás bombeado por compressor radial e o meio suporte foi montado com peças de bambu de 15 x 4 cm. A manipueira, in natura, fluiu por uma caixa separadora de areia e argila e alimentou o reator com volume medido por hidrômetro. O delineamento experimental foi inteiramente casualizado, com respostas submetidas à análise multivariada que permitiram avaliar as correlações entre as variaveis e ao controle estatístico da qualidade através dos programas R 13.0 e Minitab 15.0, respectivamente. As cargas orgânicas médias em demanda química de oxigênio (DQO) aplicadas foram de 0,556; 0,670; 0,678; 0,770 e 0,902 g L-1 e em sólidos voláteis (SV) de 0,659; 0,608; 0,570; 0,761 e 0,816 g L-1 nos tempos de retenção hidráulica (TRH) de 13,0; 11,5; 10,0; 7,0 e 7,0 dias, respectivamente, sendo o último TRH com agitação. As reduções médias de DQO, na ordem de apresentação dos TRHs, foram de 88; 80; 88; 67 e 70% e de SV 76; 77; 65; 61 e 53%. As produções de biogás por DQOc foram de 0,368; 0,795; 0,891; 0,907 e 0,626 Lg-1, por SVc de 0,524; 0,930; 1,757; 0,952 e 0,981 Lg-1 e volumétrica de 0,131; 0,330; 0,430; 0,374 e 0,377 L L-1 d-1, com média de metano em 56%. O TRH de 10,0 dias foi avaliado com temperatura média mais elevada, de 27,7 °C, e os demais com temperatura variando entre 21,2 a 23,5 °C. A eficiência do agitador foi comprovada ao melhorar o desempenho do reator, apesar da redução média de 2,3 °C na temperatura. Os indicadores de estabilidade, pH e relação acidez volátil/alcalinidade total (AV/AT), mantiveram médias entre 6,51 a 7,45 e 0,11 a 0,82, respectivamente. Apesar da relação AV/AT ter apresentado valores de risco, o reator permaneceu estável, o que pode ser devido à presença do meio suporteMade available in DSpace on 2017-05-12T14:48:45Z (GMT). No. of bitstreams: 1 Tese Osvaldo.pdf: 5754399 bytes, checksum: 701637b7657c10259c85108bc616425b (MD5) Previous issue date: 2012-05-15application/pdfporUniversidade Estadual do Oeste do ParanaPrograma de Pós-Graduação "Stricto Sensu" em Engenharia AgrícolaUNIOESTEBREngenhariabiodigestorbiogásdigestão anaeróbiaenergia alternativamanipueirabiodigestorbiogasanaerobic digestionalternative energycassava wastewaterCNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLATratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitaçãoTreatment of cassava starch extraction effluent in a one phase Tubular horizontal reactor with support medium and agitationinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisinfo:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações do UNIOESTEinstname:Universidade Estadual do Oeste do Paraná (UNIOESTE)instacron:UNIOESTEORIGINALTese Osvaldo.pdfapplication/pdf5754399http://tede.unioeste.br:8080/tede/bitstream/tede/430/1/Tese+Osvaldo.pdf701637b7657c10259c85108bc616425bMD51tede/4302017-05-12 11:48:45.648oai:tede.unioeste.br:tede/430Biblioteca Digital de Teses e Dissertaçõeshttp://tede.unioeste.br/PUBhttp://tede.unioeste.br/oai/requestbiblioteca.repositorio@unioeste.bropendoar:2017-05-12T14:48:45Biblioteca Digital de Teses e Dissertações do UNIOESTE - Universidade Estadual do Oeste do Paraná (UNIOESTE)false
dc.title.por.fl_str_mv Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
dc.title.alternative.eng.fl_str_mv Treatment of cassava starch extraction effluent in a one phase Tubular horizontal reactor with support medium and agitation
title Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
spellingShingle Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
Kuczman, Osvaldo
biodigestor
biogás
digestão anaeróbia
energia alternativa
manipueira
biodigestor
biogas
anaerobic digestion
alternative energy
cassava wastewater
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
title_short Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
title_full Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
title_fullStr Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
title_full_unstemmed Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
title_sort Tratamento de efluente de fecularia em reator anaeróbio tubular horizontal piloto com meio suporte e agitação
author Kuczman, Osvaldo
author_facet Kuczman, Osvaldo
author_role author
dc.contributor.advisor1.fl_str_mv Tavares, Maria Hermínia Ferreira
dc.contributor.advisor1ID.fl_str_mv CPF:16991915904
dc.contributor.advisor1Lattes.fl_str_mv http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4780879T3
dc.contributor.authorID.fl_str_mv CPF:40811239934
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/7086488854107486
dc.contributor.author.fl_str_mv Kuczman, Osvaldo
contributor_str_mv Tavares, Maria Hermínia Ferreira
dc.subject.por.fl_str_mv biodigestor
biogás
digestão anaeróbia
energia alternativa
manipueira
topic biodigestor
biogás
digestão anaeróbia
energia alternativa
manipueira
biodigestor
biogas
anaerobic digestion
alternative energy
cassava wastewater
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
dc.subject.eng.fl_str_mv biodigestor
biogas
anaerobic digestion
alternative energy
cassava wastewater
dc.subject.cnpq.fl_str_mv CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA
description The cassava starch industries generate daily a large volume of wastewater effluent that, stabilized in ponds, waste its biogas energy and pollute the atmosphere. To contribute with the reversion of this reality, this manipueira treatment research in one phase anaerobic horizontal pilot reactor with continuous feeding was developed. The reactor was implanted at a starch factory, Toledo, PR, which processes 160 ton cassava day-1 and originates 800 m3 of cassava wastewater. The biomass agitation was obtained by biogas recirculation, pumped by radial compressor, being the support medium set up with 15 x 4 cm bamboo pieces. The cassava wastewater, in natura, flowed by a sand and clay separating chamber, feeding the reactor with volume measured by an hydrometer. The experimental design was a completely randomized design, with the responses submitted to multivariate analysis and to statistical quality control through R 13.0 and Minitab 15.1.0.0 softwares, respectively. The average organic loadings in chemical oxygen demand (COD) were 0.556; 0.670; 0.678; 0.770 and 0.902 g L-1; and in volatile solids (VS) 0.659; 0.608; 0.570; 0.761 and 0.816 g L-1 at the hydraulic retention times (HRT) of 13.0; 11.5; 10.0; 7.0 and 7.0 days. The average reductions for COD, at the same order that the HRTs, were 88; 80; 88; 67 and 70% and for VS 76; 77; 65; 61 and 53%. The biogas productions relatively to COD consumed were 0.368; 0.795; 0.891; 0.907 and 0.626 Lg-1, relatively to VS consumed were 0.524; 0.930; 1.757; 0.952 and 0.981 Lg-1 and volumetrically 0.131; 0.330; 0.430; 0.374 and 0.377 L L-1 d-1, with an average methane content of 56%. The 10.0 days HRT was evaluated with an average temperature of 27.7 °C and the others with temperatures ranging from 21.2 to 23.5 °C. The agitation efficiency was proven as it increased the reactor s performance, in spite of a 2.3 °C average reduction at the temperature. The stability indicators pH and volatile acidity/total alkalinity (VA/TA) relation remained between 6.51 to 7.45 and 0.11 to 0.82, respectively. Although the relation VA/TA has presented risk values, the reactor remained stable, possibly due to the support medium presence
publishDate 2012
dc.date.issued.fl_str_mv 2012-05-15
dc.date.available.fl_str_mv 2013-09-12
dc.date.accessioned.fl_str_mv 2017-05-12T14:48:45Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/doctoralThesis
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dc.identifier.citation.fl_str_mv KUCZMAN, Osvaldo. Treatment of cassava starch extraction effluent in a one phase Tubular horizontal reactor with support medium and agitation. 2012. 148 f. Tese (Doutorado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2012.
dc.identifier.uri.fl_str_mv http://tede.unioeste.br:8080/tede/handle/tede/430
identifier_str_mv KUCZMAN, Osvaldo. Treatment of cassava starch extraction effluent in a one phase Tubular horizontal reactor with support medium and agitation. 2012. 148 f. Tese (Doutorado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2012.
url http://tede.unioeste.br:8080/tede/handle/tede/430
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dc.publisher.program.fl_str_mv Programa de Pós-Graduação "Stricto Sensu" em Engenharia Agrícola
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dc.publisher.department.fl_str_mv Engenharia
publisher.none.fl_str_mv Universidade Estadual do Oeste do Parana
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