Elimination of chemical oxygen demand from domestic residual water by electrocoagulation with aluminum and iron electrodes
Descripción del Articulo
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...
| Autor: | |
|---|---|
| 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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| 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 0000000121541816 2-s2.0-85059160534 |
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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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info:eu-repo/semantics/openAccess |
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https://creativecommons.org/licenses/by-nc-sa/4.0/ |
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openAccess |
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https://creativecommons.org/licenses/by-nc-sa/4.0/ |
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application/html |
| dc.publisher.none.fl_str_mv |
Instituto de Pesquisas Ambientais em Bacias Hidrograficas |
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BR |
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Instituto de Pesquisas Ambientais em Bacias Hidrograficas |
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Repositorio Institucional - Ulima Universidad de Lima reponame:ULIMA-Institucional instname:Universidad de Lima instacron:ULIMA |
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Universidad de Lima |
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ULIMA |
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ULIMA |
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ULIMA-Institucional |
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ULIMA-Institucional |
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1846612254854742016 |
| 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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 |
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13.057984 |
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