Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto

Detalhes bibliográficos
Autor(a) principal: Silva, Julliana Alves da [UNESP]
Data de Publicação: 2017
Outros Autores: Silva, Gustavo Henrique Ribeiro da [UNESP], Sarti, Arnaldo [UNESP]
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1413-41522016144668
http://hdl.handle.net/11449/169820
Resumo: The research’s main goal was to evaluate the treatment potential of low-strength sanitary sewage in an anaerobic/aerobic baffled reactor (AABR) at pilot-scale. The reactor, maintained at room temperature (27ºC to 30ºC), was deployed at Universidade Estadual Paulista “Júlio de Mesquita Filho” (UNESP), campus Bauru (SP, Brazil), and treated sanitary sewage with organic charge between 0.06 and 0.61 kgCOD.d-1. The AABR was composed by four chambers, physically separated, being the first three chambers anaerobic and the forth chamber aerobic, followed by a settling tank. The monitoration was done during 203 days for the hydraulic retention times (HRT) of 33, 22, 16.5 and 8.25 hours. During the experimental period, it was verified in the whole system a chemical oxygen demand (COD) removal between 71 and 82%, with high removal rates in the anaerobic phase between 62 and 71%. In terms of total suspended solids (TSS), the reactor reached average removal around 90%. The progress reached with this research allowed to present a low cost biotechnological alternative, with the propose of solving the sewage demand derived from small urban and rural communities, and also making possible the reuse of the treated effluent.
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spelling Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala pilotoTreatment of low-strength sanitary sewage using an anaerobic/aerobic baffled reactor in pilot scaleBaffled reactorBiological treatmentOrganic chargeSanitary sewageThe research’s main goal was to evaluate the treatment potential of low-strength sanitary sewage in an anaerobic/aerobic baffled reactor (AABR) at pilot-scale. The reactor, maintained at room temperature (27ºC to 30ºC), was deployed at Universidade Estadual Paulista “Júlio de Mesquita Filho” (UNESP), campus Bauru (SP, Brazil), and treated sanitary sewage with organic charge between 0.06 and 0.61 kgCOD.d-1. The AABR was composed by four chambers, physically separated, being the first three chambers anaerobic and the forth chamber aerobic, followed by a settling tank. The monitoration was done during 203 days for the hydraulic retention times (HRT) of 33, 22, 16.5 and 8.25 hours. During the experimental period, it was verified in the whole system a chemical oxygen demand (COD) removal between 71 and 82%, with high removal rates in the anaerobic phase between 62 and 71%. In terms of total suspended solids (TSS), the reactor reached average removal around 90%. The progress reached with this research allowed to present a low cost biotechnological alternative, with the propose of solving the sewage demand derived from small urban and rural communities, and also making possible the reuse of the treated effluent.Engenharia Civil e Ambiental pela Faculdade de Engenharia Universidade Estadual Paulista “Júlio de Mesquita Filho” (UNESP)Departamento de Engenharia Civil e Ambiental Faculdade de Engenharia UNESPDepartamento de Bioquímica e Tecnologia Química UNESPEngenharia Civil e Ambiental pela Faculdade de Engenharia Universidade Estadual Paulista “Júlio de Mesquita Filho” (UNESP)Departamento de Engenharia Civil e Ambiental Faculdade de Engenharia UNESPDepartamento de Bioquímica e Tecnologia Química UNESPUniversidade Estadual Paulista (Unesp)Silva, Julliana Alves da [UNESP]Silva, Gustavo Henrique Ribeiro da [UNESP]Sarti, Arnaldo [UNESP]2018-12-11T16:47:44Z2018-12-11T16:47:44Z2017-05-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article539-549application/pdfhttp://dx.doi.org/10.1590/S1413-41522016144668Engenharia Sanitaria e Ambiental, v. 22, n. 3, p. 539-549, 2017.1413-4152http://hdl.handle.net/11449/16982010.1590/S1413-41522016144668S1413-415220170003005392-s2.0-85020412333S1413-41522017000300539.pdfScopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporEngenharia Sanitaria e Ambiental0,218info:eu-repo/semantics/openAccess2024-01-21T06:22:19Zoai:repositorio.unesp.br:11449/169820Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-05-23T21:19:14.336681Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
Treatment of low-strength sanitary sewage using an anaerobic/aerobic baffled reactor in pilot scale
title Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
spellingShingle Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
Silva, Julliana Alves da [UNESP]
Baffled reactor
Biological treatment
Organic charge
Sanitary sewage
title_short Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
title_full Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
title_fullStr Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
title_full_unstemmed Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
title_sort Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
author Silva, Julliana Alves da [UNESP]
author_facet Silva, Julliana Alves da [UNESP]
Silva, Gustavo Henrique Ribeiro da [UNESP]
Sarti, Arnaldo [UNESP]
author_role author
author2 Silva, Gustavo Henrique Ribeiro da [UNESP]
Sarti, Arnaldo [UNESP]
author2_role author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Silva, Julliana Alves da [UNESP]
Silva, Gustavo Henrique Ribeiro da [UNESP]
Sarti, Arnaldo [UNESP]
dc.subject.por.fl_str_mv Baffled reactor
Biological treatment
Organic charge
Sanitary sewage
topic Baffled reactor
Biological treatment
Organic charge
Sanitary sewage
description The research’s main goal was to evaluate the treatment potential of low-strength sanitary sewage in an anaerobic/aerobic baffled reactor (AABR) at pilot-scale. The reactor, maintained at room temperature (27ºC to 30ºC), was deployed at Universidade Estadual Paulista “Júlio de Mesquita Filho” (UNESP), campus Bauru (SP, Brazil), and treated sanitary sewage with organic charge between 0.06 and 0.61 kgCOD.d-1. The AABR was composed by four chambers, physically separated, being the first three chambers anaerobic and the forth chamber aerobic, followed by a settling tank. The monitoration was done during 203 days for the hydraulic retention times (HRT) of 33, 22, 16.5 and 8.25 hours. During the experimental period, it was verified in the whole system a chemical oxygen demand (COD) removal between 71 and 82%, with high removal rates in the anaerobic phase between 62 and 71%. In terms of total suspended solids (TSS), the reactor reached average removal around 90%. The progress reached with this research allowed to present a low cost biotechnological alternative, with the propose of solving the sewage demand derived from small urban and rural communities, and also making possible the reuse of the treated effluent.
publishDate 2017
dc.date.none.fl_str_mv 2017-05-01
2018-12-11T16:47:44Z
2018-12-11T16:47:44Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1590/S1413-41522016144668
Engenharia Sanitaria e Ambiental, v. 22, n. 3, p. 539-549, 2017.
1413-4152
http://hdl.handle.net/11449/169820
10.1590/S1413-41522016144668
S1413-41522017000300539
2-s2.0-85020412333
S1413-41522017000300539.pdf
url http://dx.doi.org/10.1590/S1413-41522016144668
http://hdl.handle.net/11449/169820
identifier_str_mv Engenharia Sanitaria e Ambiental, v. 22, n. 3, p. 539-549, 2017.
1413-4152
10.1590/S1413-41522016144668
S1413-41522017000300539
2-s2.0-85020412333
S1413-41522017000300539.pdf
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv Engenharia Sanitaria e Ambiental
0,218
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 539-549
application/pdf
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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