Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia
Autor(a) principal: | |
---|---|
Data de Publicação: | 2012 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1590/S1413-41522012000300005 http://hdl.handle.net/11449/243544 |
Resumo: | In this research it was studied a system composed by the anaerobic filter combined with a sand filter for the wastewater treatment. For this, three anaerobic filters were operated with hydraulic detention time of nine hours which had the effluent disposed over four sand filters in different frequencies of application. on the first sand filter, 50 L.m(-2) were applied once a day. on the second, the third and the fourth filters, the same load was disposed in twice, three and four times a day, distributed between 9 a. m. and 4 p. m. The system presented a final effluent suitable for the COD and BOD legislation maximum limit to be discharged into water body (Decreto Paulista no 8,468/1976), showing the viability of dispose a higher quantity of effluent then the one suggested by NBR 13969/1997, which guides the constructive aspects for this kind of treatment. |
id |
UNSP_b17c949b62a91f2676e03feb718ea8a3 |
---|---|
oai_identifier_str |
oai:repositorio.unesp.br:11449/243544 |
network_acronym_str |
UNSP |
network_name_str |
Repositório Institucional da UNESP |
repository_id_str |
2946 |
spelling |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areiaWastewater treatment and reuse water production using sand filterswastewateranaerobicsand filterreuseIn this research it was studied a system composed by the anaerobic filter combined with a sand filter for the wastewater treatment. For this, three anaerobic filters were operated with hydraulic detention time of nine hours which had the effluent disposed over four sand filters in different frequencies of application. on the first sand filter, 50 L.m(-2) were applied once a day. on the second, the third and the fourth filters, the same load was disposed in twice, three and four times a day, distributed between 9 a. m. and 4 p. m. The system presented a final effluent suitable for the COD and BOD legislation maximum limit to be discharged into water body (Decreto Paulista no 8,468/1976), showing the viability of dispose a higher quantity of effluent then the one suggested by NBR 13969/1997, which guides the constructive aspects for this kind of treatment.Universidade Estadual de Campinas (UNICAMP), Campinas (SP)Universidade de São Paulo (USP), São Paulo (SP)Universidade Estadual Paulista Júlio de Mesquita Filho (UNESP), Araraquara (SP)Univ Estadual Campinas, Area Saneamento & Ambiente, BR-13083852 Campinas, SP, BrazilUniversidade Estadual Paulista Júlio de Mesquita Filho (UNESP), Araraquara (SP)Assoc Brasileira Engenharia Sanitaria AmbientalUniversidade de São Paulo (USP)Universidade Estadual de Campinas (UNICAMP)Universidade Estadual Paulista (Unesp)Tonetti, Adriano LuizCoraucci Filho, BrunoNicolau, Cintia ElenaBarbosa, MartinaTonon, Daniele [UNESP]2022-04-28T18:58:12Z2014-05-20T15:31:56Z2022-04-28T18:58:12Z2014-05-20T15:31:56Z2012-09info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article287-294application/pdfhttp://dx.doi.org/10.1590/S1413-41522012000300005Engenharia Sanitaria e Ambiental, v. 17, n. 3, p. 287-294, 2012.Engenharia Sanitaria E Ambiental. Rio de Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 17, n. 3, p. 287-294, 2012.1413-4152http://hdl.handle.net/11449/24354410.1590/S1413-41522012000300005S1413-41522012000300005WOS:0003153350000052-s2.0-84874547764S1413-41522012000300005.pdfScopusWeb of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporEngenharia Sanitária e Ambiental0.2900,218info:eu-repo/semantics/openAccess2023-10-16T06:06:55Zoai:repositorio.unesp.br:11449/243544Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T15:06:20.815082Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia Wastewater treatment and reuse water production using sand filters |
title |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia |
spellingShingle |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia Tonetti, Adriano Luiz wastewater anaerobic sand filter reuse |
title_short |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia |
title_full |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia |
title_fullStr |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia |
title_full_unstemmed |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia |
title_sort |
Tratamento de esgoto e produção de água de reúso com o emprego de filtros de areia |
author |
Tonetti, Adriano Luiz |
author_facet |
Tonetti, Adriano Luiz Coraucci Filho, Bruno Nicolau, Cintia Elena Barbosa, Martina Tonon, Daniele [UNESP] |
author_role |
author |
author2 |
Coraucci Filho, Bruno Nicolau, Cintia Elena Barbosa, Martina Tonon, Daniele [UNESP] |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade de São Paulo (USP) Universidade Estadual de Campinas (UNICAMP) Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Tonetti, Adriano Luiz Coraucci Filho, Bruno Nicolau, Cintia Elena Barbosa, Martina Tonon, Daniele [UNESP] |
dc.subject.por.fl_str_mv |
wastewater anaerobic sand filter reuse |
topic |
wastewater anaerobic sand filter reuse |
description |
In this research it was studied a system composed by the anaerobic filter combined with a sand filter for the wastewater treatment. For this, three anaerobic filters were operated with hydraulic detention time of nine hours which had the effluent disposed over four sand filters in different frequencies of application. on the first sand filter, 50 L.m(-2) were applied once a day. on the second, the third and the fourth filters, the same load was disposed in twice, three and four times a day, distributed between 9 a. m. and 4 p. m. The system presented a final effluent suitable for the COD and BOD legislation maximum limit to be discharged into water body (Decreto Paulista no 8,468/1976), showing the viability of dispose a higher quantity of effluent then the one suggested by NBR 13969/1997, which guides the constructive aspects for this kind of treatment. |
publishDate |
2012 |
dc.date.none.fl_str_mv |
2012-09 2014-05-20T15:31:56Z 2014-05-20T15:31:56Z 2022-04-28T18:58:12Z 2022-04-28T18:58:12Z |
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/S1413-41522012000300005 Engenharia Sanitaria e Ambiental, v. 17, n. 3, p. 287-294, 2012. Engenharia Sanitaria E Ambiental. Rio de Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 17, n. 3, p. 287-294, 2012. 1413-4152 http://hdl.handle.net/11449/243544 10.1590/S1413-41522012000300005 S1413-41522012000300005 WOS:000315335000005 2-s2.0-84874547764 S1413-41522012000300005.pdf |
url |
http://dx.doi.org/10.1590/S1413-41522012000300005 http://hdl.handle.net/11449/243544 |
identifier_str_mv |
Engenharia Sanitaria e Ambiental, v. 17, n. 3, p. 287-294, 2012. Engenharia Sanitaria E Ambiental. Rio de Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 17, n. 3, p. 287-294, 2012. 1413-4152 10.1590/S1413-41522012000300005 S1413-41522012000300005 WOS:000315335000005 2-s2.0-84874547764 S1413-41522012000300005.pdf |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
Engenharia Sanitária e Ambiental 0.290 0,218 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
287-294 application/pdf |
dc.publisher.none.fl_str_mv |
Assoc Brasileira Engenharia Sanitaria Ambiental |
publisher.none.fl_str_mv |
Assoc Brasileira Engenharia Sanitaria Ambiental |
dc.source.none.fl_str_mv |
Scopus Web of Science 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_ |
1808128461540163584 |