Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio
Autor(a) principal: | |
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Data de Publicação: | 2012 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://www.seer.ufu.br/index.php/cieng/article/view/14400 http://hdl.handle.net/11449/73166 |
Resumo: | This research aimed at studying the oxidation process, to verify the effectiveness of coliform inactivation and to evaluate the formation of ozonation disinfection byproducts (DBP) in anoxic sanitary wastewater treated with ozone/hydrogen peroxide applied at doses of 2.6 mg O3 L-1 and 2.0 mg H2O2 L-1 with contact time of 10 min and 8.1 mg O3 L-1 and 8.0 mg H2O2 L-1 with contact time of 20 min. The mean chemical oxygen demand (COD) reductions were 7.50 and 9.40% for applied dosages of 2.5-2.8 and 6.4-9.4 mg O3 L-1 + 2.0 and 8.0 mg H2O2.L-1, respectively. The Escherichia coli (E. coli) inactivation range was 2.98-4.04 log10 and the total coliform inactivation range was 2.77-4.01 log10. The aldehydes investigated were formaldehyde, acetaldehyde, glyoxal and methylglyoxal. It was observed only the formation of acetaldehyde that ranged 5.53 to 29.68 μg L-1. |
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Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênioAnaerobic effluentByproductsDisinfectionHydrogen peroxideOzoneSanitary wastewaterContact timeDisinfection byproductsEscherichia coli (E. coli)GlyoxalMethylglyoxalOxidation processAcetaldehydeChemical oxygen demandEscherichia coliOxidationOzone water treatmentOzonizationWastewater treatmentEffluentsThis research aimed at studying the oxidation process, to verify the effectiveness of coliform inactivation and to evaluate the formation of ozonation disinfection byproducts (DBP) in anoxic sanitary wastewater treated with ozone/hydrogen peroxide applied at doses of 2.6 mg O3 L-1 and 2.0 mg H2O2 L-1 with contact time of 10 min and 8.1 mg O3 L-1 and 8.0 mg H2O2 L-1 with contact time of 20 min. The mean chemical oxygen demand (COD) reductions were 7.50 and 9.40% for applied dosages of 2.5-2.8 and 6.4-9.4 mg O3 L-1 + 2.0 and 8.0 mg H2O2.L-1, respectively. The Escherichia coli (E. coli) inactivation range was 2.98-4.04 log10 and the total coliform inactivation range was 2.77-4.01 log10. The aldehydes investigated were formaldehyde, acetaldehyde, glyoxal and methylglyoxal. It was observed only the formation of acetaldehyde that ranged 5.53 to 29.68 μg L-1.Universidade Estadual Paulista (Unesp) Faculdade de Engenharia Campus de Bauru Depto. de Eng. Civil, Av. Eng. Luiz E. C. Coube, s/n, Vargem Limpa, CEP 17033-360, Bauru, SPUniversidade de Säo Paulo (USP-EESC) Departamento de Hidráulica e Saneamento, Av. Trabalhador Säocarlense, 400, CEP: 13566-490, Säo Carlos, SPUniversidade de Säo Paulo (USP) Depto. de Eng. Hidráulica e Ambiental (PHD) Cidade Universitária, Avenida Prof. Almeida Prado, 83 trav. 2, CEP: 05508-900, Säo Paulo, SPWageninge University and Research Centre Sub-department of Environmental Technology, P.O. Box 8129, 6700 EV WageningenUniversidade Estadual Paulista (Unesp) Faculdade de Engenharia Campus de Bauru Depto. de Eng. Civil, Av. Eng. Luiz E. C. Coube, s/n, Vargem Limpa, CEP 17033-360, Bauru, SPUniversidade Estadual Paulista (Unesp)Universidade de São Paulo (USP)Sub-department of Environmental TechnologyDa Silva, Gustavo Henrique Ribeiro [UNESP]Daniel, Luiz Antonio.Contrera, Ronan CleberBruning, Harry2014-05-27T11:26:22Z2014-05-27T11:26:22Z2012-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article1-7application/pdfhttp://www.seer.ufu.br/index.php/cieng/article/view/14400Ciencia y Engenharia/ Science and Engineering Journal, v. 21, n. 1, p. 1-7, 2012.0103-944Xhttp://hdl.handle.net/11449/731662-s2.0-848650040792-s2.0-84865004079.pdf9415339655312598Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengCiencia y Engenharia/ Science and Engineering Journalinfo:eu-repo/semantics/openAccess2024-06-28T12:56:42Zoai:repositorio.unesp.br:11449/73166Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:19:43.368696Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio |
title |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio |
spellingShingle |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio Da Silva, Gustavo Henrique Ribeiro [UNESP] Anaerobic effluent Byproducts Disinfection Hydrogen peroxide Ozone Sanitary wastewater Contact time Disinfection byproducts Escherichia coli (E. coli) Glyoxal Methylglyoxal Oxidation process Acetaldehyde Chemical oxygen demand Escherichia coli Oxidation Ozone water treatment Ozonization Wastewater treatment Effluents |
title_short |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio |
title_full |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio |
title_fullStr |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio |
title_full_unstemmed |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio |
title_sort |
Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio |
author |
Da Silva, Gustavo Henrique Ribeiro [UNESP] |
author_facet |
Da Silva, Gustavo Henrique Ribeiro [UNESP] Daniel, Luiz Antonio. Contrera, Ronan Cleber Bruning, Harry |
author_role |
author |
author2 |
Daniel, Luiz Antonio. Contrera, Ronan Cleber Bruning, Harry |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) Universidade de São Paulo (USP) Sub-department of Environmental Technology |
dc.contributor.author.fl_str_mv |
Da Silva, Gustavo Henrique Ribeiro [UNESP] Daniel, Luiz Antonio. Contrera, Ronan Cleber Bruning, Harry |
dc.subject.por.fl_str_mv |
Anaerobic effluent Byproducts Disinfection Hydrogen peroxide Ozone Sanitary wastewater Contact time Disinfection byproducts Escherichia coli (E. coli) Glyoxal Methylglyoxal Oxidation process Acetaldehyde Chemical oxygen demand Escherichia coli Oxidation Ozone water treatment Ozonization Wastewater treatment Effluents |
topic |
Anaerobic effluent Byproducts Disinfection Hydrogen peroxide Ozone Sanitary wastewater Contact time Disinfection byproducts Escherichia coli (E. coli) Glyoxal Methylglyoxal Oxidation process Acetaldehyde Chemical oxygen demand Escherichia coli Oxidation Ozone water treatment Ozonization Wastewater treatment Effluents |
description |
This research aimed at studying the oxidation process, to verify the effectiveness of coliform inactivation and to evaluate the formation of ozonation disinfection byproducts (DBP) in anoxic sanitary wastewater treated with ozone/hydrogen peroxide applied at doses of 2.6 mg O3 L-1 and 2.0 mg H2O2 L-1 with contact time of 10 min and 8.1 mg O3 L-1 and 8.0 mg H2O2 L-1 with contact time of 20 min. The mean chemical oxygen demand (COD) reductions were 7.50 and 9.40% for applied dosages of 2.5-2.8 and 6.4-9.4 mg O3 L-1 + 2.0 and 8.0 mg H2O2.L-1, respectively. The Escherichia coli (E. coli) inactivation range was 2.98-4.04 log10 and the total coliform inactivation range was 2.77-4.01 log10. The aldehydes investigated were formaldehyde, acetaldehyde, glyoxal and methylglyoxal. It was observed only the formation of acetaldehyde that ranged 5.53 to 29.68 μg L-1. |
publishDate |
2012 |
dc.date.none.fl_str_mv |
2012-01-01 2014-05-27T11:26:22Z 2014-05-27T11:26:22Z |
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://www.seer.ufu.br/index.php/cieng/article/view/14400 Ciencia y Engenharia/ Science and Engineering Journal, v. 21, n. 1, p. 1-7, 2012. 0103-944X http://hdl.handle.net/11449/73166 2-s2.0-84865004079 2-s2.0-84865004079.pdf 9415339655312598 |
url |
http://www.seer.ufu.br/index.php/cieng/article/view/14400 http://hdl.handle.net/11449/73166 |
identifier_str_mv |
Ciencia y Engenharia/ Science and Engineering Journal, v. 21, n. 1, p. 1-7, 2012. 0103-944X 2-s2.0-84865004079 2-s2.0-84865004079.pdf 9415339655312598 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Ciencia y Engenharia/ Science and Engineering Journal |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
1-7 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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1808129415548239872 |