Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada

Detalhes bibliográficos
Autor(a) principal: Pontes, Tatiana Gomes de
Data de Publicação: 2016
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Biblioteca Digital de Teses e Dissertações da UEPB
Texto Completo: http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2294
Resumo: This work represents the post-treatment of effluent reactor UASB in polishing ponds fed with continuous flow and batch investigating different depths, in two experimental phases. In the first phase of work, the experimental system consisted of four polishing ponds in which two were monitored with continuous feed (LC57 and LC45) and two with semi-continuous (LB57 and LB45) and its tributary coming from pond transshipment, both ponds LC57 and LB57 (57 cm deep), for the ponds LC45 and LB45 (45 cm deep) had HDT 12 days. In the second phase of the work experimental consisted of three ponds, which two were fed in single and HDT batch of 8 days (LBT45 and LB245) with its arising tributaries respectively, LT and TE2, and fed continuously with HDT 12 days (LC245), both ponds of the second phase had 45 cm deep. In the first phase, the efficiencies of removals nitrogen overall kjeldahl, nitrogen ammonia and fecal coliforms of pond LC45 were respectively 55%, 71% and 99.3%, higher removals of ponds LC57 (53%, 62% and 99 , 3%), LB57 (39%, 47% and 96.9%) and LB45 (35%, 49% and 97.2%). In the second phase, the ponds with feeding batch and HDT eight days did not differ significantly from the pond with feed continuous and HDT of 12 days, but stood out for the displayed efficiencies, particularly thermotolerant coliforms, in which the pond LBT45 -1 obtained 1E + 03 UFC.100mL meet the WHO requirements for irrigation unrestricted. The ponds fed batch satisfactory results, allowing treat a greater number of tributaries in less time.
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spelling Sousa, José Tavares de13140124449http://lattes.cnpq.br/9348418607084437Leite, Valderi Duarte10879390468http://lattes.cnpq.br/2319382787465258Cavalcanti, Paula Frassinetti Feitosahttp://lattes.cnpq.br/1498079876820546Lopes, Wilton Silva02064721452http://lattes.cnpq.br/149321665194582609422778484http://lattes.cnpq.br/2729701663814257Pontes, Tatiana Gomes de2016-05-12T12:58:24Z2016-02-25PONTES, T. G. de. Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada. 2016. 80f. Dissertação (Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA)- Universidade Estadual da Paraíba, Campina Grande, 2016.http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2294This work represents the post-treatment of effluent reactor UASB in polishing ponds fed with continuous flow and batch investigating different depths, in two experimental phases. In the first phase of work, the experimental system consisted of four polishing ponds in which two were monitored with continuous feed (LC57 and LC45) and two with semi-continuous (LB57 and LB45) and its tributary coming from pond transshipment, both ponds LC57 and LB57 (57 cm deep), for the ponds LC45 and LB45 (45 cm deep) had HDT 12 days. In the second phase of the work experimental consisted of three ponds, which two were fed in single and HDT batch of 8 days (LBT45 and LB245) with its arising tributaries respectively, LT and TE2, and fed continuously with HDT 12 days (LC245), both ponds of the second phase had 45 cm deep. In the first phase, the efficiencies of removals nitrogen overall kjeldahl, nitrogen ammonia and fecal coliforms of pond LC45 were respectively 55%, 71% and 99.3%, higher removals of ponds LC57 (53%, 62% and 99 , 3%), LB57 (39%, 47% and 96.9%) and LB45 (35%, 49% and 97.2%). In the second phase, the ponds with feeding batch and HDT eight days did not differ significantly from the pond with feed continuous and HDT of 12 days, but stood out for the displayed efficiencies, particularly thermotolerant coliforms, in which the pond LBT45 -1 obtained 1E + 03 UFC.100mL meet the WHO requirements for irrigation unrestricted. The ponds fed batch satisfactory results, allowing treat a greater number of tributaries in less time.Neste trabalho foi avaliado o pós-tratamento do efluente do reator UASB em lagoas de polimento alimentadas com fluxo contínuo e batelada, investigando diferentes profundidades, em duas fases experimentais. Na primeira fase do trabalho, o sistema experimental era constituído de quatro lagoas de polimento, na qual duas foram monitoradas com alimentação contínua (LC57 e LC45) e duas com alimentação semicontínua (LB57 e LB45), sendo seu afluente oriundo da lagoa de transbordo, tanto as lagoas LC57 e LB57 (57 cm de profundidade), quanto às lagoas LC45 e LB45 (45 cm de profundidade) tinham TDH de 12 dias. Na segunda fase o trabalho experimental era constituído por três lagoas, na qual duas eram alimentadas em bateladas e TDH de 8 dias (LBT45 e LB245), com seus afluentes advindos respectivamente, da LT e do TE2, e uma alimentada continuamente com TDH de 12 dias (LC245), ambas as lagoas da segunda fase tinham 45 cm de profundidade. Na primeira fase, as eficiências de remoções de nitrogênio total kjeldahl, nitrogênio amoniacal e coliformes termotolerantes da lagoa LC45 foram, respectivamente de 55%, 71% e 99,3%, superiores as remoções das lagoas LC57 (53%, 62% e 99,3%), LB57 (39%, 47% e 96,9%) e LB45 (35%, 49% e 97,2%). Na segunda fase, as lagoas com alimentação em batelada e TDH de oito dias não diferiram significativamente da lagoa com alimentação contínua e TDH de 12 dias, mas destacaram-se pelas eficiências apresentadas, sobretudo de coliformes termotolerante, no qual a lagoa LBT45 -1 obteve 1E+03 UFC.100mL atendendo as exigências da OMS para irrigação irrestrita. As lagoas alimentadas em batelada obtiveram resultados satisfatórios, permitindo tratar uma quantidade superior de afluentes em menos tempo.Submitted by Jean Medeiros (jeanletras@uepb.edu.br) on 2016-05-12T12:58:24Z No. of bitstreams: 1 PDF - Tatiana Gomes de Pontes.pdf: 2313753 bytes, checksum: 8db271a02b37c7328dd7cd2c48e554d5 (MD5)Made available in DSpace on 2016-05-12T12:58:24Z (GMT). No. of bitstreams: 1 PDF - Tatiana Gomes de Pontes.pdf: 2313753 bytes, checksum: 8db271a02b37c7328dd7cd2c48e554d5 (MD5) Previous issue date: 2016-02-25Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESapplication/pdfhttp://tede.bc.uepb.edu.br/jspui/retrieve/4787/PDF%20-%20Tatiana%20Gomes%20de%20Pontes.pdf.jpgporUniversidade Estadual da ParaíbaPrograma de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTAUEPBBrasilPró-Reitoria de Pós-Graduação e Pesquisa - PRPGPRemoção de coliformes termotolerantesLagoas de polimentoTratamento anaeróbioTratamento biológicoPolishing pondsRemoval of fecal coliformsENGENHARIAS::ENGENHARIA SANITARIATratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e bateladainfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis44240657867457009536006006005248714503811102784980055448743338403info:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações da UEPBinstname:Universidade Estadual da Paraíba (UEPB)instacron:UEPBTHUMBNAILPDF - Tatiana Gomes de Pontes.pdf.jpgPDF - Tatiana Gomes de Pontes.pdf.jpgimage/jpeg3715http://tede.bc.uepb.edu.br/jspui/bitstream/tede/2294/3/PDF+-+Tatiana+Gomes+de+Pontes.pdf.jpg6ba28bcc786f2f43eba424813eeeb2a4MD53ORIGINALPDF - Tatiana Gomes de Pontes.pdfPDF - Tatiana Gomes de Pontes.pdfapplication/pdf2313753http://tede.bc.uepb.edu.br/jspui/bitstream/tede/2294/2/PDF+-+Tatiana+Gomes+de+Pontes.pdf8db271a02b37c7328dd7cd2c48e554d5MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81960http://tede.bc.uepb.edu.br/jspui/bitstream/tede/2294/1/license.txt6052ae61e77222b2086e666b7ae213ceMD51tede/22942016-05-13 01:03:11.326oai:tede.bc.uepb.edu.br: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Biblioteca Digital de Teses e Dissertaçõeshttp://tede.bc.uepb.edu.br/jspui/PUBhttp://tede.bc.uepb.edu.br/oai/requestbc@uepb.edu.br||opendoar:2016-05-13T04:03:11Biblioteca Digital de Teses e Dissertações da UEPB - Universidade Estadual da Paraíba (UEPB)false
dc.title.por.fl_str_mv Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
title Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
spellingShingle Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
Pontes, Tatiana Gomes de
Remoção de coliformes termotolerantes
Lagoas de polimento
Tratamento anaeróbio
Tratamento biológico
Polishing ponds
Removal of fecal coliforms
ENGENHARIAS::ENGENHARIA SANITARIA
title_short Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
title_full Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
title_fullStr Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
title_full_unstemmed Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
title_sort Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada
author Pontes, Tatiana Gomes de
author_facet Pontes, Tatiana Gomes de
author_role author
dc.contributor.advisor1.fl_str_mv Sousa, José Tavares de
dc.contributor.advisor1ID.fl_str_mv 13140124449
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/9348418607084437
dc.contributor.advisor-co1.fl_str_mv Leite, Valderi Duarte
dc.contributor.advisor-co1ID.fl_str_mv 10879390468
dc.contributor.advisor-co1Lattes.fl_str_mv http://lattes.cnpq.br/2319382787465258
dc.contributor.referee1.fl_str_mv Cavalcanti, Paula Frassinetti Feitosa
dc.contributor.referee1Lattes.fl_str_mv http://lattes.cnpq.br/1498079876820546
dc.contributor.referee2.fl_str_mv Lopes, Wilton Silva
dc.contributor.referee2ID.fl_str_mv 02064721452
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/1493216651945826
dc.contributor.authorID.fl_str_mv 09422778484
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/2729701663814257
dc.contributor.author.fl_str_mv Pontes, Tatiana Gomes de
contributor_str_mv Sousa, José Tavares de
Leite, Valderi Duarte
Cavalcanti, Paula Frassinetti Feitosa
Lopes, Wilton Silva
dc.subject.por.fl_str_mv Remoção de coliformes termotolerantes
Lagoas de polimento
Tratamento anaeróbio
Tratamento biológico
topic Remoção de coliformes termotolerantes
Lagoas de polimento
Tratamento anaeróbio
Tratamento biológico
Polishing ponds
Removal of fecal coliforms
ENGENHARIAS::ENGENHARIA SANITARIA
dc.subject.eng.fl_str_mv Polishing ponds
Removal of fecal coliforms
dc.subject.cnpq.fl_str_mv ENGENHARIAS::ENGENHARIA SANITARIA
description This work represents the post-treatment of effluent reactor UASB in polishing ponds fed with continuous flow and batch investigating different depths, in two experimental phases. In the first phase of work, the experimental system consisted of four polishing ponds in which two were monitored with continuous feed (LC57 and LC45) and two with semi-continuous (LB57 and LB45) and its tributary coming from pond transshipment, both ponds LC57 and LB57 (57 cm deep), for the ponds LC45 and LB45 (45 cm deep) had HDT 12 days. In the second phase of the work experimental consisted of three ponds, which two were fed in single and HDT batch of 8 days (LBT45 and LB245) with its arising tributaries respectively, LT and TE2, and fed continuously with HDT 12 days (LC245), both ponds of the second phase had 45 cm deep. In the first phase, the efficiencies of removals nitrogen overall kjeldahl, nitrogen ammonia and fecal coliforms of pond LC45 were respectively 55%, 71% and 99.3%, higher removals of ponds LC57 (53%, 62% and 99 , 3%), LB57 (39%, 47% and 96.9%) and LB45 (35%, 49% and 97.2%). In the second phase, the ponds with feeding batch and HDT eight days did not differ significantly from the pond with feed continuous and HDT of 12 days, but stood out for the displayed efficiencies, particularly thermotolerant coliforms, in which the pond LBT45 -1 obtained 1E + 03 UFC.100mL meet the WHO requirements for irrigation unrestricted. The ponds fed batch satisfactory results, allowing treat a greater number of tributaries in less time.
publishDate 2016
dc.date.accessioned.fl_str_mv 2016-05-12T12:58:24Z
dc.date.issued.fl_str_mv 2016-02-25
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.citation.fl_str_mv PONTES, T. G. de. Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada. 2016. 80f. Dissertação (Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA)- Universidade Estadual da Paraíba, Campina Grande, 2016.
dc.identifier.uri.fl_str_mv http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2294
identifier_str_mv PONTES, T. G. de. Tratamento de efluente anaeróbio em lagoas de polimento com alimentação contínua e batelada. 2016. 80f. Dissertação (Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA)- Universidade Estadual da Paraíba, Campina Grande, 2016.
url http://tede.bc.uepb.edu.br/tede/jspui/handle/tede/2294
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dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Ciência e Tecnologia Ambiental - PPGCTA
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dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Pró-Reitoria de Pós-Graduação e Pesquisa - PRPGP
publisher.none.fl_str_mv Universidade Estadual da Paraíba
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