Tratamento de esgoto sanitário de baixa carga utilizando reator compartimentado anaeróbio/aeróbio em escala piloto
Autor(a) principal: | |
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Data de Publicação: | 2017 |
Outros Autores: | , |
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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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:29462024-08-05T23:35:13.244158Repositório 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 |
|
_version_ |
1808129533252993024 |