Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo

Detalhes bibliográficos
Autor(a) principal: Araujo, Izabela Regina Costa
Data de Publicação: 2015
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Biblioteca Digital de Teses e Dissertações do UNIOESTE
Texto Completo: http://tede.unioeste.br:8080/tede/handle/tede/217
Resumo: Researches have shown that among several ways of treating cassava starch wastewater, anaerobic process has been considered a simple and economical option that combines the high content of organic matter conversion to biogas production. On the other hand, biogas is a potential energy resource that can be used to supply part of the energy demands from industrial plants. Thus, this trial aimed at evaluating an anaerobic reactor with fixed bed up-flow, regarding the removal of organic load in wastewater from cassava starch extraction as well as biogas production. So, volumetric organic loads (VOC) of 2.5; 5.0; 8.0 and 10.0 g.L-1.d-1 were tested in a 2.82 L volume reactor. A support medium of polypropylene rings filled with polyurethane foam was used. The monitored parameters regarding the reactor effluent were: pH, volatile acidity (VA), total alkalinity (TA), VA/TA ratio, total solid concentrations (TS), volatile solids (VS), total suspended solids (TSS), volatile suspended solids (VSS), total chemical oxygen demand (TCOD), soluble chemical oxygen demand (SCOD) and organic acids. The reactor performance was tested in relation to removals of solids, organic load, as well as biogas and methane production. As the most important results, it was observed that the reactor remained constant concerning pH, total removal of VSS and removals of TCOD and SCOD. While, there were also lactic, butyric, propionic and acetic acids in the studied effluent, although acetic acid was recorded in higher concentrations. Biogas production average was 3.8 L.d-1, the average of specific biogas production was 0.156 L.gCODconsumed-1, but VOC answer was 10.0 g.L-1.d-1, being the greatest results for both of them. Methane percentage in biogas ranged from 66 to 84% and the specific methane production ranged from 0.01 to 0.36 Lg-1. The highest values were obtained in VOC - 2.5 and 10.0 g.L-1d-1, respectively. The removal of medium TS, VS, TSS and VSS were 72, 80, 63 and 92%, respectively. The average removals of TCOD and SCOD were 98.7 and 97.9 respectively, therefore, the highest removal rates were obtained for 10.0 and 2.5 VOC g.L-1.d-1. Thus, it can be concluded from this trial that it is possible to produce biogas with a methane percentage higher than 80% (maximum) and remove the organic loading rate by more than 90% (maximum) according to tested configuration systems with wastewater from cassava starch industry. Furthermore, the highest biogas productions were obtained for the highest VOC, while it was observed a bias on biogas production with VOC increase as well as the specific production of methane.
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spelling Gomes, Simone DamascenoCPF:17396790832http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4790934T2Costa, Mônica Sarolli Silva de MendonçaCPF:67261230944http://lattes.cnpq.br/2379457318731477CPF:03330998938http://lattes.cnpq.br/8789211697207726Araujo, Izabela Regina Costa2017-05-12T14:47:12Z2016-01-282015-02-19ARAUJO, Izabela Regina Costa. Treatment of wastewater from cassava starch industry and biogas production in anaerobic reactor with fixed bed and continuous flow. 2015. 88 f. Dissertação (Mestrado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2015.http://tede.unioeste.br:8080/tede/handle/tede/217Researches have shown that among several ways of treating cassava starch wastewater, anaerobic process has been considered a simple and economical option that combines the high content of organic matter conversion to biogas production. On the other hand, biogas is a potential energy resource that can be used to supply part of the energy demands from industrial plants. Thus, this trial aimed at evaluating an anaerobic reactor with fixed bed up-flow, regarding the removal of organic load in wastewater from cassava starch extraction as well as biogas production. So, volumetric organic loads (VOC) of 2.5; 5.0; 8.0 and 10.0 g.L-1.d-1 were tested in a 2.82 L volume reactor. A support medium of polypropylene rings filled with polyurethane foam was used. The monitored parameters regarding the reactor effluent were: pH, volatile acidity (VA), total alkalinity (TA), VA/TA ratio, total solid concentrations (TS), volatile solids (VS), total suspended solids (TSS), volatile suspended solids (VSS), total chemical oxygen demand (TCOD), soluble chemical oxygen demand (SCOD) and organic acids. The reactor performance was tested in relation to removals of solids, organic load, as well as biogas and methane production. As the most important results, it was observed that the reactor remained constant concerning pH, total removal of VSS and removals of TCOD and SCOD. While, there were also lactic, butyric, propionic and acetic acids in the studied effluent, although acetic acid was recorded in higher concentrations. Biogas production average was 3.8 L.d-1, the average of specific biogas production was 0.156 L.gCODconsumed-1, but VOC answer was 10.0 g.L-1.d-1, being the greatest results for both of them. Methane percentage in biogas ranged from 66 to 84% and the specific methane production ranged from 0.01 to 0.36 Lg-1. The highest values were obtained in VOC - 2.5 and 10.0 g.L-1d-1, respectively. The removal of medium TS, VS, TSS and VSS were 72, 80, 63 and 92%, respectively. The average removals of TCOD and SCOD were 98.7 and 97.9 respectively, therefore, the highest removal rates were obtained for 10.0 and 2.5 VOC g.L-1.d-1. Thus, it can be concluded from this trial that it is possible to produce biogas with a methane percentage higher than 80% (maximum) and remove the organic loading rate by more than 90% (maximum) according to tested configuration systems with wastewater from cassava starch industry. Furthermore, the highest biogas productions were obtained for the highest VOC, while it was observed a bias on biogas production with VOC increase as well as the specific production of methane.Dentre as diversas formas existentes de tratar os efluentes da indústria de fécula de mandioca, o processo anaeróbio é considerado uma alternativa simples e econômica, que alia o elevado grau de conversão da matéria orgânica à produção do biogás. O biogás, por sua vez, é um recurso energético potencial que pode ser utilizado para suprir parte das demandas energéticas das unidades industriais. Nesse sentido, estabeleceu-se como objetivo deste trabalho avaliar um reator anaeróbio de leito fixo e fluxo ascendente, em relação à remoção de carga orgânica da água residuária de extração de fécula de mandioca e à produção de biogás. Para isso, foram testadas as cargas orgânicas volumétricas (COV) de 2,5, 5,0, 8,0 e 10,0 g.L -1.d-1 em um reator de 2,82 L de volume útil. Utilizou-se meio suporte de anéis de polipropileno preenchidos com espuma de poliuretano. Os parâmetros monitorados no efluente do reator foram o pH, acidez volátil (AV), alcalinidade total (AT), razão AV/AT, concentrações de sólidos totais (ST), sólidos voláteis (SV), sólidos suspensos totais (SST), sólidos suspensos voláteis (SSV), demanda química por oxigênio total (DQOT) e demanda química por oxigênio solúvel (DQOS) e de ácidos orgânicos. A eficiência do reator foi avaliada em relação às remoções de sólidos e carga orgânica e à produção de biogás e de metano. Como principais resultados, observou-se que o reator manteve-se estável em relação aos parâmetros pH, remoção de SSV e remoções de DQOT e DQOS. Observou-se a presença de ácido lático, butírico, propiônico e acético no efluente, sendo o ácido acético em maiores concentrações. A produção média de biogás foi de 3,8 L.d-1 e a média da produção específica de biogás foi de 0,156 L.g-1DQOconsumida, sendo que, para ambos os maiores resultados foram obtidos para a COV 10,0 g.L-1.d-1. O percentual de metano no biogás variou de 66 a 84% e a produção específica de metano de 0,01 até 0,36 L.g-1 e os maiores valores foram obtidos nas COV 2,5 e 10,0 g.L-1.d-1, respectivamente. As remoções médias de ST, SV, SST e SSV foram de 72, 80, 63 e 92 %, respectivamente. As remoções médias de DQOT e DQOS foram de 98,7 e 97,9, respectivamente e as taxas de remoção mais altas foram obtidos para as COV 10,0 e 2,5 g.L-1.d-1 . Desta forma, conclui-se que é possível produzir biogás com percentuais de metano superiores a 80% (máximo) e remover a carga orgânica em mais de 90% (máximo), em sistemas com a configuração testada, utilizando água residuária de indústria de fécula de mandioca. Além disso, verificou-se que as maiores produções de biogás foram obtidas para as COV maiores e a tendência de aumento da produção de biogás com o aumento da COV, assim como a produção específica de metano.Made available in DSpace on 2017-05-12T14:47:12Z (GMT). No. of bitstreams: 1 Izabela Regina Costa _Araujo.pdf: 2798947 bytes, checksum: 10a0bad3f765462b54bb964dd971203c (MD5) Previous issue date: 2015-02-19application/pdfporUniversidade Estadual do Oeste do ParanaPrograma de Pós-Graduação "Stricto Sensu" em Engenharia AgrícolaUNIOESTEBREngenhariareator metanogênicobiodigestão anaeróbiametanomethanogenic reactoranaerobic digestionmethaneCNPQ::CIENCIAS AGRARIASTratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuoTreatment of wastewater from cassava starch industry and biogas production in anaerobic reactor with fixed bed and continuous flowinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações do UNIOESTEinstname:Universidade Estadual do Oeste do Paraná (UNIOESTE)instacron:UNIOESTEORIGINALIzabela Regina Costa _Araujo.pdfapplication/pdf2798947http://tede.unioeste.br:8080/tede/bitstream/tede/217/1/Izabela+Regina+Costa+_Araujo.pdf10a0bad3f765462b54bb964dd971203cMD51tede/2172017-05-12 11:47:12.578oai:tede.unioeste.br:tede/217Biblioteca Digital de Teses e Dissertaçõeshttp://tede.unioeste.br/PUBhttp://tede.unioeste.br/oai/requestbiblioteca.repositorio@unioeste.bropendoar:2017-05-12T14:47:12Biblioteca Digital de Teses e Dissertações do UNIOESTE - Universidade Estadual do Oeste do Paraná (UNIOESTE)false
dc.title.por.fl_str_mv Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
dc.title.alternative.eng.fl_str_mv Treatment of wastewater from cassava starch industry and biogas production in anaerobic reactor with fixed bed and continuous flow
title Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
spellingShingle Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
Araujo, Izabela Regina Costa
reator metanogênico
biodigestão anaeróbia
metano
methanogenic reactor
anaerobic digestion
methane
CNPQ::CIENCIAS AGRARIAS
title_short Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
title_full Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
title_fullStr Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
title_full_unstemmed Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
title_sort Tratamento de água residuária de fecularia e produção de biogás em reator anaeróbio de leito fixo e fluxo contínuo
author Araujo, Izabela Regina Costa
author_facet Araujo, Izabela Regina Costa
author_role author
dc.contributor.advisor1.fl_str_mv Gomes, Simone Damasceno
dc.contributor.advisor1ID.fl_str_mv CPF:17396790832
dc.contributor.advisor1Lattes.fl_str_mv http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4790934T2
dc.contributor.referee1.fl_str_mv Costa, Mônica Sarolli Silva de Mendonça
dc.contributor.referee1ID.fl_str_mv CPF:67261230944
dc.contributor.referee1Lattes.fl_str_mv http://lattes.cnpq.br/2379457318731477
dc.contributor.authorID.fl_str_mv CPF:03330998938
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/8789211697207726
dc.contributor.author.fl_str_mv Araujo, Izabela Regina Costa
contributor_str_mv Gomes, Simone Damasceno
Costa, Mônica Sarolli Silva de Mendonça
dc.subject.por.fl_str_mv reator metanogênico
biodigestão anaeróbia
metano
topic reator metanogênico
biodigestão anaeróbia
metano
methanogenic reactor
anaerobic digestion
methane
CNPQ::CIENCIAS AGRARIAS
dc.subject.eng.fl_str_mv methanogenic reactor
anaerobic digestion
methane
dc.subject.cnpq.fl_str_mv CNPQ::CIENCIAS AGRARIAS
description Researches have shown that among several ways of treating cassava starch wastewater, anaerobic process has been considered a simple and economical option that combines the high content of organic matter conversion to biogas production. On the other hand, biogas is a potential energy resource that can be used to supply part of the energy demands from industrial plants. Thus, this trial aimed at evaluating an anaerobic reactor with fixed bed up-flow, regarding the removal of organic load in wastewater from cassava starch extraction as well as biogas production. So, volumetric organic loads (VOC) of 2.5; 5.0; 8.0 and 10.0 g.L-1.d-1 were tested in a 2.82 L volume reactor. A support medium of polypropylene rings filled with polyurethane foam was used. The monitored parameters regarding the reactor effluent were: pH, volatile acidity (VA), total alkalinity (TA), VA/TA ratio, total solid concentrations (TS), volatile solids (VS), total suspended solids (TSS), volatile suspended solids (VSS), total chemical oxygen demand (TCOD), soluble chemical oxygen demand (SCOD) and organic acids. The reactor performance was tested in relation to removals of solids, organic load, as well as biogas and methane production. As the most important results, it was observed that the reactor remained constant concerning pH, total removal of VSS and removals of TCOD and SCOD. While, there were also lactic, butyric, propionic and acetic acids in the studied effluent, although acetic acid was recorded in higher concentrations. Biogas production average was 3.8 L.d-1, the average of specific biogas production was 0.156 L.gCODconsumed-1, but VOC answer was 10.0 g.L-1.d-1, being the greatest results for both of them. Methane percentage in biogas ranged from 66 to 84% and the specific methane production ranged from 0.01 to 0.36 Lg-1. The highest values were obtained in VOC - 2.5 and 10.0 g.L-1d-1, respectively. The removal of medium TS, VS, TSS and VSS were 72, 80, 63 and 92%, respectively. The average removals of TCOD and SCOD were 98.7 and 97.9 respectively, therefore, the highest removal rates were obtained for 10.0 and 2.5 VOC g.L-1.d-1. Thus, it can be concluded from this trial that it is possible to produce biogas with a methane percentage higher than 80% (maximum) and remove the organic loading rate by more than 90% (maximum) according to tested configuration systems with wastewater from cassava starch industry. Furthermore, the highest biogas productions were obtained for the highest VOC, while it was observed a bias on biogas production with VOC increase as well as the specific production of methane.
publishDate 2015
dc.date.issued.fl_str_mv 2015-02-19
dc.date.available.fl_str_mv 2016-01-28
dc.date.accessioned.fl_str_mv 2017-05-12T14:47:12Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
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dc.identifier.citation.fl_str_mv ARAUJO, Izabela Regina Costa. Treatment of wastewater from cassava starch industry and biogas production in anaerobic reactor with fixed bed and continuous flow. 2015. 88 f. Dissertação (Mestrado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2015.
dc.identifier.uri.fl_str_mv http://tede.unioeste.br:8080/tede/handle/tede/217
identifier_str_mv ARAUJO, Izabela Regina Costa. Treatment of wastewater from cassava starch industry and biogas production in anaerobic reactor with fixed bed and continuous flow. 2015. 88 f. Dissertação (Mestrado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2015.
url http://tede.unioeste.br:8080/tede/handle/tede/217
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dc.publisher.none.fl_str_mv Universidade Estadual do Oeste do Parana
dc.publisher.program.fl_str_mv Programa de Pós-Graduação "Stricto Sensu" em Engenharia Agrícola
dc.publisher.initials.fl_str_mv UNIOESTE
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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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