Anaerobic effluent disinfected with ozone/hydrogen peroxide efluente anaeróbio desinfetado com ozônio/peróxido de hidrogênio

Detalhes bibliográficos
Autor(a) principal: Da Silva, Gustavo Henrique Ribeiro [UNESP]
Data de Publicação: 2012
Outros Autores: Daniel, Luiz Antonio., Contrera, Ronan Cleber, Bruning, Harry
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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spelling 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/openAccess2024-01-07T06:22:40Zoai:repositorio.unesp.br:11449/73166Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-01-07T06:22:40Repositório 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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