Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia
Autor(a) principal: | |
---|---|
Data de Publicação: | 2016 |
Tipo de documento: | Tese |
Idioma: | por |
Título da fonte: | Biblioteca Digital de Teses e Dissertações do UNIOESTE |
Texto Completo: | http://tede.unioeste.br:8080/tede/handle/tede/241 |
Resumo: | The wastewater of cassava industry is a resultant effluent from the processing of cassava starch extraction and has a high pollution potential due to its high organic load concentration. Its treatment via anaerobic digestion, in addition to removing organic matter, enables biogas and biofertilizer production. However, the anaerobic system efficiency requires control of alkalinity to keep appropriate levels of pH for methanogenic activity. Alkalinity monitoring is required because its wastewater from starch manufacturer has high potential for acidification, due to the presence of high concentrations of fast fermentation of sugars. This feature can be responsible for increasing acidity levels and can cause problems for methanogenesis. Some chemicals may be applied in digesters in order to provide alkalinity to the anaerobic environment. However, some of them cause problems for digestion or digesters. Thus, in order to avoid these problems, this study tested the effects of different amounts of dolomitic limestone on an anaerobic treatment system of wastewater from cassava industry. Two horizontal-methanogenic reactors with a useful 3.38-liter volume were studied. The relation between mass of dolomitic limestone and working volume was 1:2 in the reactor A and 1:4 in reactor B. The limestone were standardized so that they had diameters varying from 9.5 to 11.2 mm. They were arranged in the initial portion of the reactors, where wastewater came through. After the stabilization period of treatment systems six volumetric organic loads were consecutively applied (2.30; 3.01; 4.31; 5.69; 7.71 and 8.54 gCOD.L-1.d -1), with their respective hydraulic retention times (4.02; 3.07; 2.05; 1.69; 1.69 and 1.13 days). It was observed, for each increase of volumetric organic load that both reactors required the same period for stabilization. The statistical results of the studied parameters (pH, partial alkalinity, intermediate alkalinity, total alkalinity, volatile acidity, ratio VA/TA, ratio IA/PA, calcium, magnesium, volatile organic acids, chemical oxygen demand, number of total solids, biogas and methane, nitrogen, phosphorus, potassium, copper, zinc, nickel, iron and manganese) showed that there were significant differences between the two reactors (based on ratios of the tested limestone) only in relation to Mg2+ and TS. However, there were significant differences between the organic loads applied in each reactor in relation to parameters such as PA, TA, VA, VA/TA, Ca2+, Mg2+, removal of total COD, removal of filtered COD, TS, TFS, TVS, biogas production, methane production, and specific methane production. These differences indicate that the best results regarding the main monitoring parameters of an anaerobic system occurred in treatments 2.30, 3.01 and 4.31 g COD L-1 d-1, with pH values above 8.0; higher concentrations of alkalinity due to bicarbonate and total alkalinity (above 1500 mg CaCO3 L-1). These data closely matched to the highest concentration of magnesium ions in the effluent of reactors (67.28 to 114.90 mg L-1); COD removals were above 90%; methane percentages in biogas varied from 73 to 76%; the highest averages of specific production of biogas were from 0.31 to 0.49 Lbiogas g CODconsumed) and specific methane production (0.22 to 0.29 Lmethane g CODconsumed). Finally, it can be concluded that different amounts of limestone rocks had no influence on the treatment process in the two studied reactors. Thus, we recommend the use of fewer amount of them since there is a greater useful volume in the reactor. However, the release of calcium and magnesium ions in both reactors assured an alkalinity supply |
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Gomes, Simone DamascenoCPF:17396790832http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4790934T2Mees, Juliana Bortoli RodriguesCPF:02641438925http://lattes.cnpq.br/3996272952342357Fazolo, AjadirCPF:53724160925http://lattes.cnpq.br/6444873963227829Costa, Mônica Sarolli Silva de MendonçaCPF:67261230944http://lattes.cnpq.br/2379457318731477Gotardo, Jackeline TatianeCPF:03014756954http://lattes.cnpq.br/1966759167673018CPF:04868759973http://lattes.cnpq.br/3622389054557850Palma, Denise2017-05-12T14:47:24Z2016-07-012016-02-17PALMA, Denise. Dolomitic limestone as an alkalizing agent in anaerobic treatment of starch wastewater. 2016. 115 f. Tese (Doutorado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2016.http://tede.unioeste.br:8080/tede/handle/tede/241The wastewater of cassava industry is a resultant effluent from the processing of cassava starch extraction and has a high pollution potential due to its high organic load concentration. Its treatment via anaerobic digestion, in addition to removing organic matter, enables biogas and biofertilizer production. However, the anaerobic system efficiency requires control of alkalinity to keep appropriate levels of pH for methanogenic activity. Alkalinity monitoring is required because its wastewater from starch manufacturer has high potential for acidification, due to the presence of high concentrations of fast fermentation of sugars. This feature can be responsible for increasing acidity levels and can cause problems for methanogenesis. Some chemicals may be applied in digesters in order to provide alkalinity to the anaerobic environment. However, some of them cause problems for digestion or digesters. Thus, in order to avoid these problems, this study tested the effects of different amounts of dolomitic limestone on an anaerobic treatment system of wastewater from cassava industry. Two horizontal-methanogenic reactors with a useful 3.38-liter volume were studied. The relation between mass of dolomitic limestone and working volume was 1:2 in the reactor A and 1:4 in reactor B. The limestone were standardized so that they had diameters varying from 9.5 to 11.2 mm. They were arranged in the initial portion of the reactors, where wastewater came through. After the stabilization period of treatment systems six volumetric organic loads were consecutively applied (2.30; 3.01; 4.31; 5.69; 7.71 and 8.54 gCOD.L-1.d -1), with their respective hydraulic retention times (4.02; 3.07; 2.05; 1.69; 1.69 and 1.13 days). It was observed, for each increase of volumetric organic load that both reactors required the same period for stabilization. The statistical results of the studied parameters (pH, partial alkalinity, intermediate alkalinity, total alkalinity, volatile acidity, ratio VA/TA, ratio IA/PA, calcium, magnesium, volatile organic acids, chemical oxygen demand, number of total solids, biogas and methane, nitrogen, phosphorus, potassium, copper, zinc, nickel, iron and manganese) showed that there were significant differences between the two reactors (based on ratios of the tested limestone) only in relation to Mg2+ and TS. However, there were significant differences between the organic loads applied in each reactor in relation to parameters such as PA, TA, VA, VA/TA, Ca2+, Mg2+, removal of total COD, removal of filtered COD, TS, TFS, TVS, biogas production, methane production, and specific methane production. These differences indicate that the best results regarding the main monitoring parameters of an anaerobic system occurred in treatments 2.30, 3.01 and 4.31 g COD L-1 d-1, with pH values above 8.0; higher concentrations of alkalinity due to bicarbonate and total alkalinity (above 1500 mg CaCO3 L-1). These data closely matched to the highest concentration of magnesium ions in the effluent of reactors (67.28 to 114.90 mg L-1); COD removals were above 90%; methane percentages in biogas varied from 73 to 76%; the highest averages of specific production of biogas were from 0.31 to 0.49 Lbiogas g CODconsumed) and specific methane production (0.22 to 0.29 Lmethane g CODconsumed). Finally, it can be concluded that different amounts of limestone rocks had no influence on the treatment process in the two studied reactors. Thus, we recommend the use of fewer amount of them since there is a greater useful volume in the reactor. However, the release of calcium and magnesium ions in both reactors assured an alkalinity supplyA água residuária de fecularia é o efluente resultante do processamento da mandioca para extração de fécula e possui alto potencial poluidor devido à elevada concentração de matéria orgânica. O tratamento via biodigestão anaeróbia, além de remover matéria orgânica, viabiliza a produção de biogás e de biofertilizante. No entanto, a eficiência do sistema anaeróbio requer controle da alcalinidade a fim de manter o pH em níveis adequados para a atividade metanogênica. O monitoramento da alcalinidade se faz necessário porque a água residuária de fecularia possui elevado potencial de acidificação, em virtude da presença de altas concentrações de açúcares de rápida fermentação. Essa característica pode ser responsável por elevar os níveis de acidez a ponto de causar problemas à metanogênese. Alguns produtos químicos podem ser empregados nos biodigestores a fim de fornecer alcalinidade ao meio anaeróbio. No entanto, alguns deles podem causar problemas à biodigestão ou aos biodigestores. Assim, com o intuito de evitar esses problemas, o objetivo deste trabalho foi testar os efeitos de diferentes quantidades de pedras de calcário dolomítico sobre o sistema de tratamento anaeróbio de água residuária de fecularia. Foram utilizados dois reatores metanogênicos horizontais com volumes úteis de 3,38 L. A relação entre a massa de pedras de calcário e o volume útil de reator foi de 1:2 no reator A e de 1:4 no reator B. As pedras de calcário, padronizadas de modo a terem entre 9,5 e 11,2 mm de diâmetro, foram dispostas na porção inicial dos reatores, por onde ocorria a entrada da água residuária. Após o período de estabilização dos sistemas de tratamento, foram aplicadas, consecutivamente, seis cargas orgânicas volumétricas (2,30; 3,01; 4,31; 5,69; 7,71 e 8,54 g DQO L-1 d-1), com os respectivos tempos de detenção hidráulica (4,02; 3,07; 2,05; 1,69; 1,69 e 1,13 dias). Observou-se, a cada aumento de carga orgânica volumétrica, que ambos os reatores requeriam o mesmo período para estabilização. Os resultados estatísticos dos parâmetros estudados (pH, alcalinidade parcial, alcalinidade intermediária, alcalinidade total, acidez volátil, relação AV/AT, relação AI/AP, cálcio, magnésio, ácidos orgânicos voláteis, demanda química de oxigênio, série de sólidos totais, biogás, metano, nitrogênio, fósforo, potássio, cobre, zinco, níquel, ferro e manganês) apontaram que ocorreram diferenças significativas entre os dois reatores (quanto às proporções de pedras de calcário testadas) somente em relação ao Mg2+ e aos ST. No entanto, ocorreram diferenças significativas entre as cargas orgânicas aplicadas em cada reator em relação aos parâmetros AP, AT, AV, AV/AT, Ca2+, Mg2+, remoção de DQO total, remoção de DQO filtrada, ST, STF, STV, produção de biogás, produção de metano e produção específica de metano. Essas diferenças indicam que os melhores resultados quanto aos principais parâmetros de monitoramento do sistema anaeróbio ocorreram nos tratamentos 2,30, 3,01 e 4,31 g DQO L-1 d-1, com valores de pH acima de 8,0; elevadas concentrações de alcalinidade devida aos bicarbonatos e alcalinidade total (acima de 1500 mg CaCO3 L-1), coincidindo com as maiores concentrações de íons magnésio nos efluentes dos reatores (67,28 a 114,90 mg L-1); remoções de DQO acima de 90%; porcentagens de metano no biogás entre 73 e 76%; maiores médias de produção específica de biogás (0,31 a 0,49 Lbiogás g DQOconsumida) e de produção específica de metano (0,22 a 0,29 Lmetano g DQOconsumida). Conclui-se, portanto, que as diferentes quantidades de pedras de calcário não tiveram influência sobre o processo de tratamento nos dois reatores. Desta forma, recomenda-se o emprego da menor quantidade de pedras de calcário para que haja maior volume útil no reator. Contudo, a liberação de íons cálcio e magnésio em ambos os reatores garantiu o fornecimento de alcalinidade ao sistema anaeróbio para a rápida estabilização a cada aumento de carga orgânica volumétrica. Palavras-chave: alcalinidade, biogás, cálcio, magnésioMade available in DSpace on 2017-05-12T14:47:24Z (GMT). No. of bitstreams: 1 Denise_ Palma.pdf: 3977847 bytes, checksum: f1b9e703a33e6b3a240867b86778aaa2 (MD5) Previous issue date: 2016-02-17application/pdfporUniversidade Estadual do Oeste do ParanaPrograma de Pós-Graduação "Stricto Sensu" em Engenharia AgrícolaUNIOESTEBREngenhariaAlcalinidadeBiogásCálcioMagnésioMatéria orgânicaMetanoAlkalinityBiogasCalciumMagnesiumMethaneVolumetric Organic loadCNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLACalcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de feculariaDolomitic limestone as an alkalizing agent in anaerobic treatment of starch wastewaterinfo: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:UNIOESTEORIGINALDenise_ Palma.pdfapplication/pdf3977847http://tede.unioeste.br:8080/tede/bitstream/tede/241/1/Denise_+Palma.pdff1b9e703a33e6b3a240867b86778aaa2MD51tede/2412017-05-12 11:47:24.803oai:tede.unioeste.br:tede/241Biblioteca Digital de Teses e Dissertaçõeshttp://tede.unioeste.br/PUBhttp://tede.unioeste.br/oai/requestbiblioteca.repositorio@unioeste.bropendoar:2017-05-12T14:47:24Biblioteca Digital de Teses e Dissertações do UNIOESTE - Universidade Estadual do Oeste do Paraná (UNIOESTE)false |
dc.title.por.fl_str_mv |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia |
dc.title.alternative.eng.fl_str_mv |
Dolomitic limestone as an alkalizing agent in anaerobic treatment of starch wastewater |
title |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia |
spellingShingle |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia Palma, Denise Alcalinidade Biogás Cálcio Magnésio Matéria orgânica Metano Alkalinity Biogas Calcium Magnesium Methane Volumetric Organic load CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA |
title_short |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia |
title_full |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia |
title_fullStr |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia |
title_full_unstemmed |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia |
title_sort |
Calcário dolomítico como agente alcalinizante no tratamento anaeróbio de água residuária de fecularia |
author |
Palma, Denise |
author_facet |
Palma, Denise |
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 |
Mees, Juliana Bortoli Rodrigues |
dc.contributor.referee1ID.fl_str_mv |
CPF:02641438925 |
dc.contributor.referee1Lattes.fl_str_mv |
http://lattes.cnpq.br/3996272952342357 |
dc.contributor.referee2.fl_str_mv |
Fazolo, Ajadir |
dc.contributor.referee2ID.fl_str_mv |
CPF:53724160925 |
dc.contributor.referee2Lattes.fl_str_mv |
http://lattes.cnpq.br/6444873963227829 |
dc.contributor.referee3.fl_str_mv |
Costa, Mônica Sarolli Silva de Mendonça |
dc.contributor.referee3ID.fl_str_mv |
CPF:67261230944 |
dc.contributor.referee3Lattes.fl_str_mv |
http://lattes.cnpq.br/2379457318731477 |
dc.contributor.referee4.fl_str_mv |
Gotardo, Jackeline Tatiane |
dc.contributor.referee4ID.fl_str_mv |
CPF:03014756954 |
dc.contributor.referee4Lattes.fl_str_mv |
http://lattes.cnpq.br/1966759167673018 |
dc.contributor.authorID.fl_str_mv |
CPF:04868759973 |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/3622389054557850 |
dc.contributor.author.fl_str_mv |
Palma, Denise |
contributor_str_mv |
Gomes, Simone Damasceno Mees, Juliana Bortoli Rodrigues Fazolo, Ajadir Costa, Mônica Sarolli Silva de Mendonça Gotardo, Jackeline Tatiane |
dc.subject.por.fl_str_mv |
Alcalinidade Biogás Cálcio Magnésio Matéria orgânica Metano |
topic |
Alcalinidade Biogás Cálcio Magnésio Matéria orgânica Metano Alkalinity Biogas Calcium Magnesium Methane Volumetric Organic load CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA |
dc.subject.eng.fl_str_mv |
Alkalinity Biogas Calcium Magnesium Methane Volumetric Organic load |
dc.subject.cnpq.fl_str_mv |
CNPQ::CIENCIAS AGRARIAS::ENGENHARIA AGRICOLA |
description |
The wastewater of cassava industry is a resultant effluent from the processing of cassava starch extraction and has a high pollution potential due to its high organic load concentration. Its treatment via anaerobic digestion, in addition to removing organic matter, enables biogas and biofertilizer production. However, the anaerobic system efficiency requires control of alkalinity to keep appropriate levels of pH for methanogenic activity. Alkalinity monitoring is required because its wastewater from starch manufacturer has high potential for acidification, due to the presence of high concentrations of fast fermentation of sugars. This feature can be responsible for increasing acidity levels and can cause problems for methanogenesis. Some chemicals may be applied in digesters in order to provide alkalinity to the anaerobic environment. However, some of them cause problems for digestion or digesters. Thus, in order to avoid these problems, this study tested the effects of different amounts of dolomitic limestone on an anaerobic treatment system of wastewater from cassava industry. Two horizontal-methanogenic reactors with a useful 3.38-liter volume were studied. The relation between mass of dolomitic limestone and working volume was 1:2 in the reactor A and 1:4 in reactor B. The limestone were standardized so that they had diameters varying from 9.5 to 11.2 mm. They were arranged in the initial portion of the reactors, where wastewater came through. After the stabilization period of treatment systems six volumetric organic loads were consecutively applied (2.30; 3.01; 4.31; 5.69; 7.71 and 8.54 gCOD.L-1.d -1), with their respective hydraulic retention times (4.02; 3.07; 2.05; 1.69; 1.69 and 1.13 days). It was observed, for each increase of volumetric organic load that both reactors required the same period for stabilization. The statistical results of the studied parameters (pH, partial alkalinity, intermediate alkalinity, total alkalinity, volatile acidity, ratio VA/TA, ratio IA/PA, calcium, magnesium, volatile organic acids, chemical oxygen demand, number of total solids, biogas and methane, nitrogen, phosphorus, potassium, copper, zinc, nickel, iron and manganese) showed that there were significant differences between the two reactors (based on ratios of the tested limestone) only in relation to Mg2+ and TS. However, there were significant differences between the organic loads applied in each reactor in relation to parameters such as PA, TA, VA, VA/TA, Ca2+, Mg2+, removal of total COD, removal of filtered COD, TS, TFS, TVS, biogas production, methane production, and specific methane production. These differences indicate that the best results regarding the main monitoring parameters of an anaerobic system occurred in treatments 2.30, 3.01 and 4.31 g COD L-1 d-1, with pH values above 8.0; higher concentrations of alkalinity due to bicarbonate and total alkalinity (above 1500 mg CaCO3 L-1). These data closely matched to the highest concentration of magnesium ions in the effluent of reactors (67.28 to 114.90 mg L-1); COD removals were above 90%; methane percentages in biogas varied from 73 to 76%; the highest averages of specific production of biogas were from 0.31 to 0.49 Lbiogas g CODconsumed) and specific methane production (0.22 to 0.29 Lmethane g CODconsumed). Finally, it can be concluded that different amounts of limestone rocks had no influence on the treatment process in the two studied reactors. Thus, we recommend the use of fewer amount of them since there is a greater useful volume in the reactor. However, the release of calcium and magnesium ions in both reactors assured an alkalinity supply |
publishDate |
2016 |
dc.date.available.fl_str_mv |
2016-07-01 |
dc.date.issued.fl_str_mv |
2016-02-17 |
dc.date.accessioned.fl_str_mv |
2017-05-12T14:47:24Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/doctoralThesis |
format |
doctoralThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
PALMA, Denise. Dolomitic limestone as an alkalizing agent in anaerobic treatment of starch wastewater. 2016. 115 f. Tese (Doutorado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2016. |
dc.identifier.uri.fl_str_mv |
http://tede.unioeste.br:8080/tede/handle/tede/241 |
identifier_str_mv |
PALMA, Denise. Dolomitic limestone as an alkalizing agent in anaerobic treatment of starch wastewater. 2016. 115 f. Tese (Doutorado em Engenharia) - Universidade Estadual do Oeste do Parana, Cascavel, 2016. |
url |
http://tede.unioeste.br:8080/tede/handle/tede/241 |
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por |
language |
por |
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info:eu-repo/semantics/openAccess |
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openAccess |
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application/pdf |
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Universidade Estadual do Oeste do Parana |
dc.publisher.program.fl_str_mv |
Programa de Pós-Graduação "Stricto Sensu" em Engenharia Agrícola |
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UNIOESTE |
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BR |
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Engenharia |
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Universidade Estadual do Oeste do Parana |
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