Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment

A pilot-scale study was conducted to evaluate a traditional contact stabilization activated sludge system (CSASC) and a modified CSAS (CSASM) treating domestic wastewater. The CSASC system was comprised of a contact reactor (CR), a stabilization reactor (SR) and a secondary settler(SS); the CSASM in...

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Autores:
Torres Franco, Andrés Felipe
Vásquez Sarria, Nancy
Rodriguez Victoria, Jenny
Tipo de recurso:
Article of journal
Fecha de publicación:
2015
Institución:
Pontificia Universidad Javeriana
Repositorio:
Repositorio Universidad Javeriana
Idioma:
spa
eng
OAI Identifier:
oai:repository.javeriana.edu.co:10554/25536
Acceso en línea:
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052
http://hdl.handle.net/10554/25536
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openAccess
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Atribución-NoComercial-SinDerivadas 4.0 Internacional
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spelling Atribución-NoComercial-SinDerivadas 4.0 InternacionalCopyright (c) 2015 Andrés Felipe Torres Franco, Nancy Vásquez Sarria, Jenny Rodriguez Victoriainfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Torres Franco, Andrés FelipeVásquez Sarria, NancyRodriguez Victoria, Jenny2020-04-16T17:28:24Z2020-04-16T17:28:24Z2015-07-30http://revistas.javeriana.edu.co/index.php/iyu/article/view/705210.11144/Javeriana.iyu19-2.pncs2011-27690123-2126http://hdl.handle.net/10554/25536A pilot-scale study was conducted to evaluate a traditional contact stabilization activated sludge system (CSASC) and a modified CSAS (CSASM) treating domestic wastewater. The CSASC system was comprised of a contact reactor (CR), a stabilization reactor (SR) and a secondary settler(SS); the CSASM included a second CR, a second SS (CR2 and SS2), and a modified SR (SRM) divided into four zones: an attached-suspended growth zone which allowed the system to reach an average sludge retention time close to 36 d and favored the occurrence of nitrification; an anoxic zone for denitrification occurrence; an aerated suspended growth zone with a high presence of organic carbon; and an additional aerated suspended growth zone with a high ammonia concentrations environment. The CSASC’s removal efficiencies of chemical oxygen demand (COD) and total ammonia nitrogen (TAN) were respectively 94±4 % and 53±12%; whereas CSASM’s efficiencies were 88±7% for COD and 92±7% for TAN. Concentrations of TAN and NO3 --N in the CSASC’s final effluent were 14.3±5.2 and 5.0±2.9 mg×L-1; and 4.8±4.4 and 9.1±5.8 mg×L-1 in the CSASM’s final effluent. Results demonstrated that the proposed configuration obtained higher nitrogen removal efficiencies than traditional CSAS.PDFapplication/pdfapplication/pdfapplication/vnd.openxmlformats-officedocument.wordprocessingml.documentapplication/vnd.openxmlformats-officedocument.wordprocessingml.documentapplication/vnd.openxmlformats-officedocument.wordprocessingml.documentapplication/vnd.openxmlformats-officedocument.wordprocessingml.documentapplication/vnd.openxmlformats-officedocument.wordprocessingml.documentapplication/vnd.openxmlformats-officedocument.wordprocessingml.documentspaengPontificia Universidad Javerianahttp://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/10721http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/10750http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18035http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18036http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18037http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18038http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18039http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18040Ingenieria y Universidad; Vol 19 No 2 (2015): July-December; 7 - 20Ingenieria y Universidad; Vol. 19 Núm. 2 (2015): Julio-Diciembre; 7 - 20Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatmenthttp://purl.org/coar/version/c_970fb48d4fbd8a85Artículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/articleArticle10554/25536oai:repository.javeriana.edu.co:10554/255362023-03-29 12:44:17.145Repositorio Institucional - Pontificia Universidad Javerianarepositorio@javeriana.edu.co
dc.title.spa.fl_str_mv Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
title Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
spellingShingle Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
title_short Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
title_full Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
title_fullStr Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
title_full_unstemmed Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
title_sort Performance of Novel Contact Stabilization Activated Sludge System on Domestic Wastewater Treatment
dc.creator.fl_str_mv Torres Franco, Andrés Felipe
Vásquez Sarria, Nancy
Rodriguez Victoria, Jenny
dc.contributor.author.none.fl_str_mv Torres Franco, Andrés Felipe
Vásquez Sarria, Nancy
Rodriguez Victoria, Jenny
description A pilot-scale study was conducted to evaluate a traditional contact stabilization activated sludge system (CSASC) and a modified CSAS (CSASM) treating domestic wastewater. The CSASC system was comprised of a contact reactor (CR), a stabilization reactor (SR) and a secondary settler(SS); the CSASM included a second CR, a second SS (CR2 and SS2), and a modified SR (SRM) divided into four zones: an attached-suspended growth zone which allowed the system to reach an average sludge retention time close to 36 d and favored the occurrence of nitrification; an anoxic zone for denitrification occurrence; an aerated suspended growth zone with a high presence of organic carbon; and an additional aerated suspended growth zone with a high ammonia concentrations environment. The CSASC’s removal efficiencies of chemical oxygen demand (COD) and total ammonia nitrogen (TAN) were respectively 94±4 % and 53±12%; whereas CSASM’s efficiencies were 88±7% for COD and 92±7% for TAN. Concentrations of TAN and NO3 --N in the CSASC’s final effluent were 14.3±5.2 and 5.0±2.9 mg×L-1; and 4.8±4.4 and 9.1±5.8 mg×L-1 in the CSASM’s final effluent. Results demonstrated that the proposed configuration obtained higher nitrogen removal efficiencies than traditional CSAS.
publishDate 2015
dc.date.created.none.fl_str_mv 2015-07-30
dc.date.accessioned.none.fl_str_mv 2020-04-16T17:28:24Z
dc.date.available.none.fl_str_mv 2020-04-16T17:28:24Z
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.hasversion.none.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.local.spa.fl_str_mv Artículo de revista
dc.type.coar.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
dc.type.driver.none.fl_str_mv info:eu-repo/semantics/article
dc.type.other.none.fl_str_mv Article
format http://purl.org/coar/resource_type/c_6501
dc.identifier.none.fl_str_mv http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052
10.11144/Javeriana.iyu19-2.pncs
dc.identifier.issn.none.fl_str_mv 2011-2769
0123-2126
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10554/25536
url http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052
http://hdl.handle.net/10554/25536
identifier_str_mv 10.11144/Javeriana.iyu19-2.pncs
2011-2769
0123-2126
dc.language.iso.none.fl_str_mv spa
eng
language spa
eng
dc.relation.uri.none.fl_str_mv http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/10721
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/10750
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18035
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18036
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18037
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18038
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18039
http://revistas.javeriana.edu.co/index.php/iyu/article/view/7052/18040
dc.relation.citationissue.eng.fl_str_mv Ingenieria y Universidad; Vol 19 No 2 (2015): July-December; 7 - 20
dc.relation.citationissue.spa.fl_str_mv Ingenieria y Universidad; Vol. 19 Núm. 2 (2015): Julio-Diciembre; 7 - 20
dc.rights.eng.fl_str_mv Copyright (c) 2015 Andrés Felipe Torres Franco, Nancy Vásquez Sarria, Jenny Rodriguez Victoria
dc.rights.licence.*.fl_str_mv Atribución-NoComercial-SinDerivadas 4.0 Internacional
dc.rights.accessrights.none.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf2
rights_invalid_str_mv Atribución-NoComercial-SinDerivadas 4.0 Internacional
Copyright (c) 2015 Andrés Felipe Torres Franco, Nancy Vásquez Sarria, Jenny Rodriguez Victoria
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.spa.fl_str_mv PDF
dc.format.mimetype.spa.fl_str_mv application/pdf
application/pdf
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dc.publisher.eng.fl_str_mv Pontificia Universidad Javeriana
institution Pontificia Universidad Javeriana
repository.name.fl_str_mv Repositorio Institucional - Pontificia Universidad Javeriana
repository.mail.fl_str_mv repositorio@javeriana.edu.co
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