Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes

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This research determined the efficiency of removal of chemical oxygen demand (COD) by an electrocoagulation process. An electrocoagulation reactor with aluminum and iron electrodes was used to treat water from the treatment plant of the Research Center for Wastewater Treatment and Hazardous Waste. T...

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Detalles Bibliográficos
Autor: Aguilar Ascón, Edwar
Formato: artículo
Fecha de Publicación:2018
Institución:Universidad de Lima
Repositorio:ULIMA-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.ulima.edu.pe:20.500.12724/7004
Enlace del recurso:https://hdl.handle.net/20.500.12724/7004
https://dx.doi.org/10.4136/ambi-agua.2240
Nivel de acceso:acceso abierto
Materia:Sewage
Water treatment
Electrocoagulation
Aguas residuales
Tratamiento del agua
Electrocoagulación
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network_acronym_str RULI
network_name_str ULIMA-Institucional
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dc.title.en_EN.fl_str_mv Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
dc.title.alternative.none.fl_str_mv Eliminação da demanda química de oxigênio da água residual doméstica por eletrocoagulação com eletrodos de alumínio e ferro
title Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
spellingShingle Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
Aguilar Ascón, Edwar
Sewage
Water treatment
Electrocoagulation
Aguas residuales
Tratamiento del agua
Electrocoagulación
title_short Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
title_full Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
title_fullStr Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
title_full_unstemmed Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
title_sort Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
author Aguilar Ascón, Edwar
author_facet Aguilar Ascón, Edwar
author_role author
dc.contributor.other.none.fl_str_mv Aguilar Ascón, Edwar
dc.contributor.author.fl_str_mv Aguilar Ascón, Edwar
dc.subject.en_EN.fl_str_mv Sewage
Water treatment
Electrocoagulation
topic Sewage
Water treatment
Electrocoagulation
Aguas residuales
Tratamiento del agua
Electrocoagulación
dc.subject.es_PE.fl_str_mv Aguas residuales
Tratamiento del agua
Electrocoagulación
description This research determined the efficiency of removal of chemical oxygen demand (COD) by an electrocoagulation process. An electrocoagulation reactor with aluminum and iron electrodes was used to treat water from the treatment plant of the Research Center for Wastewater Treatment and Hazardous Waste. The COD removal percentage was a response variable for the experimental factorial design. The factors influencing the process were current intensity, treatment time, and pH. The best results in the percentage of removal of the COD were very similar to that obtained at a pH of 8.2 and 7, with values of 83% and 84%, respectively, with a current intensity of 7 A and a treatment time of 15 min. However, at 5 A and 10 min, values that exceed 80% removal were obtained. Statistical analysis indicates that only current intensity and time were significant for the response variable. Electrocoagulation is a viable process for the treatment of this type of effluent, in addition to being more versatile compared with biological processes.
publishDate 2018
dc.date.accessioned.none.fl_str_mv 2018-10-18T17:39:05Z
dc.date.available.none.fl_str_mv 2018-10-18T17:39:05Z
dc.date.issued.fl_str_mv 2018
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.other.none.fl_str_mv Artículo en Scopus
format article
dc.identifier.citation.es_PE.fl_str_mv Aguilar Ascón, E. A. (2018). Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes. Ambiente e Agua - An Interdisciplinary Journal of Applied Science, 13(5), 1-16. doi:http://dx.doi.org/10.4136/ambi-agua.2240
dc.identifier.issn.none.fl_str_mv 1980993X
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12724/7004
dc.identifier.journal.none.fl_str_mv Ambiente e Agua
dc.identifier.isni.none.fl_str_mv 0000000121541816
dc.identifier.doi.none.fl_str_mv https://dx.doi.org/10.4136/ambi-agua.2240
dc.identifier.scopusid.none.fl_str_mv 2-s2.0-85059160534
identifier_str_mv Aguilar Ascón, E. A. (2018). Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes. Ambiente e Agua - An Interdisciplinary Journal of Applied Science, 13(5), 1-16. doi:http://dx.doi.org/10.4136/ambi-agua.2240
1980993X
Ambiente e Agua
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url https://hdl.handle.net/20.500.12724/7004
https://dx.doi.org/10.4136/ambi-agua.2240
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartof.none.fl_str_mv urn:issn:1980993X
dc.relation.uri.none.fl_str_mv http://dx.doi.org/10.4136/ambi-agua.2240
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eu_rights_str_mv openAccess
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dc.format.none.fl_str_mv application/html
dc.publisher.none.fl_str_mv Instituto de Pesquisas Ambientais em Bacias Hidrograficas
dc.publisher.country.none.fl_str_mv BR
publisher.none.fl_str_mv Instituto de Pesquisas Ambientais em Bacias Hidrograficas
dc.source.none.fl_str_mv Repositorio Institucional - Ulima
Universidad de Lima
reponame:ULIMA-Institucional
instname:Universidad de Lima
instacron:ULIMA
instname_str Universidad de Lima
instacron_str ULIMA
institution ULIMA
reponame_str ULIMA-Institucional
collection ULIMA-Institucional
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spelling Aguilar Ascón, EdwarAguilar Ascón, Edwar2018-10-18T17:39:05Z2018-10-18T17:39:05Z2018Aguilar Ascón, E. A. (2018). Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes. Ambiente e Agua - An Interdisciplinary Journal of Applied Science, 13(5), 1-16. doi:http://dx.doi.org/10.4136/ambi-agua.22401980993Xhttps://hdl.handle.net/20.500.12724/7004Ambiente e Agua0000000121541816https://dx.doi.org/10.4136/ambi-agua.22402-s2.0-85059160534This research determined the efficiency of removal of chemical oxygen demand (COD) by an electrocoagulation process. An electrocoagulation reactor with aluminum and iron electrodes was used to treat water from the treatment plant of the Research Center for Wastewater Treatment and Hazardous Waste. The COD removal percentage was a response variable for the experimental factorial design. The factors influencing the process were current intensity, treatment time, and pH. The best results in the percentage of removal of the COD were very similar to that obtained at a pH of 8.2 and 7, with values of 83% and 84%, respectively, with a current intensity of 7 A and a treatment time of 15 min. However, at 5 A and 10 min, values that exceed 80% removal were obtained. Statistical analysis indicates that only current intensity and time were significant for the response variable. Electrocoagulation is a viable process for the treatment of this type of effluent, in addition to being more versatile compared with biological processes.El objetivo de esta investigación fue identificar la eficiencia del proceso de electrocoagulación para la remoción de la demanda química de oxígeno (DQO). Se utilizó agua de la planta de tratamiento del Centro de Investigaciones de Tratamiento de Aguas Residuales y Residuos Peligrosos, empleando un reactor de electrocoagulación cuyos electrodos están hechos de aluminio y hierro. El dibujo experimental factorial tuvo como variable de respuesta el porcentaje de remoción de la DQO y como factores que influyen en el proceso la intensidad de la corriente, el tiempo de tratamiento y el pH. Los mejores resultados relacionados con el porcentaje de eliminación de la DQO fueron muy similares a un pH de 8,2 y 7, con valores respectivos del 83% y del 84%, una intensidad de corriente de 7 amperios y un tiempo de tratamiento de 15 minutos. Sin embargo, utilizando una intensidad de 5 amperios y un tiempo de tratamiento de 10 minutos, los valores obtenidos superan 80% de remoción. El análisis estadístico indica que sólo la intensidad de la corriente y el tiempo fueron significativos para la variable de respuesta. La electrocoagulación es un proceso viable para el tratamiento de este tipo de efluentes, además de ser más versátil que los procesos biológicos.Instituto de Investigación Científica de la Universidad de Lima (IDIC)application/htmlengInstituto de Pesquisas Ambientais em Bacias HidrograficasBRurn:issn:1980993Xhttp://dx.doi.org/10.4136/ambi-agua.2240info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/4.0/Repositorio Institucional - UlimaUniversidad de Limareponame:ULIMA-Institucionalinstname:Universidad de Limainstacron:ULIMASewageWater treatmentElectrocoagulationAguas residualesTratamiento del aguaElectrocoagulaciónElimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodesEliminação da demanda química de oxigênio da água residual doméstica por eletrocoagulação com eletrodos de alumínio e ferroinfo:eu-repo/semantics/articleArtículo en ScopusOILICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.ulima.edu.pe/bitstream/20.500.12724/7004/2/license.txt8a4605be74aa9ea9d79846c1fba20a33MD5220.500.12724/7004oai:repositorio.ulima.edu.pe:20.500.12724/70042025-03-06 19:29:02.867Repositorio Universidad de Limarepositorio@ulima.edu.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