Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale

ABSTRACT: The treatment of stabilized leachate from the Curva de Rodas landfill site in Medellin, Colombia, was evaluated using horizontal subsurface flow constructed wetlands (HSSF) planted with Phragmites australis at pilot scale. Assays were performed in two stages: the first with hydraulic loads...

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Autores:
Úsuga Úsuga, Fabián Alonso
Patiño Forero, Andrés Felipe
Rodríguez Loaiza, Diana Catalina
Peñuela Mesa, Gustavo Antonio
Tipo de recurso:
Article of investigation
Fecha de publicación:
2017
Institución:
Universidad de Antioquia
Repositorio:
Repositorio UdeA
Idioma:
eng
OAI Identifier:
oai:bibliotecadigital.udea.edu.co:10495/26711
Acceso en línea:
http://hdl.handle.net/10495/26711
Palabra clave:
Humedales
Wetlands
Remoción de Contaminantes
Contaminant Removal
Metales
Metals
Lixiviados
Leachates
Estudio cinético
Relleno sanitario Curva de Rodas
http://aims.fao.org/aos/agrovoc/c_35164
Rights
openAccess
License
http://creativecommons.org/licenses/by/2.5/co/
id UDEA2_e50a4bb9f48c12f83f789f6a47a5b60f
oai_identifier_str oai:bibliotecadigital.udea.edu.co:10495/26711
network_acronym_str UDEA2
network_name_str Repositorio UdeA
repository_id_str
dc.title.spa.fl_str_mv Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
dc.title.alternative.spa.fl_str_mv Estudio cinético y remoción de contaminantes en el tratamiento de lixiviados empleando humedales subsuperficiales a nivel piloto
Estudo cinético e remoção de contaminantes no tratamento de lixiviados usando zonas húmidas subsuperfície no nível piloto
title Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
spellingShingle Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
Humedales
Wetlands
Remoción de Contaminantes
Contaminant Removal
Metales
Metals
Lixiviados
Leachates
Estudio cinético
Relleno sanitario Curva de Rodas
http://aims.fao.org/aos/agrovoc/c_35164
title_short Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
title_full Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
title_fullStr Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
title_full_unstemmed Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
title_sort Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scale
dc.creator.fl_str_mv Úsuga Úsuga, Fabián Alonso
Patiño Forero, Andrés Felipe
Rodríguez Loaiza, Diana Catalina
Peñuela Mesa, Gustavo Antonio
dc.contributor.author.none.fl_str_mv Úsuga Úsuga, Fabián Alonso
Patiño Forero, Andrés Felipe
Rodríguez Loaiza, Diana Catalina
Peñuela Mesa, Gustavo Antonio
dc.subject.decs.none.fl_str_mv Humedales
Wetlands
Remoción de Contaminantes
Contaminant Removal
Metales
Metals
topic Humedales
Wetlands
Remoción de Contaminantes
Contaminant Removal
Metales
Metals
Lixiviados
Leachates
Estudio cinético
Relleno sanitario Curva de Rodas
http://aims.fao.org/aos/agrovoc/c_35164
dc.subject.agrovoc.none.fl_str_mv Lixiviados
Leachates
dc.subject.proposal.spa.fl_str_mv Estudio cinético
Relleno sanitario Curva de Rodas
dc.subject.agrovocuri.none.fl_str_mv http://aims.fao.org/aos/agrovoc/c_35164
description ABSTRACT: The treatment of stabilized leachate from the Curva de Rodas landfill site in Medellin, Colombia, was evaluated using horizontal subsurface flow constructed wetlands (HSSF) planted with Phragmites australis at pilot scale. Assays were performed in two stages: the first with hydraulic loads (q) of 0.015 and 0.030md-1 and the second with loads of 0.060 and 0.091md-1. A wetland without plants was used as a control. Removals of 71.9, 91.2 and 75.1% for COD, BOD5 and NH4 +-N, respectively, were obtained. Kinetic constants were determined for each q or hydraulic time retention for COD, BOD5 and NH4 +-N with ranges into 0.103 and 0.413d-1, 0.065 and 1.208d-1, and 0.113 and 0.418d-1; respectively, in accordance with a first order under piston flow. And by linear regressions had a magnitude of 0.246 d-1 for the removal of COD (R2 = 0.955), 0.299d-1 for NH4 +-N (R2 = 0.922) and 0.199d-1 for BOD5 (R2 = 0.140). The elimination of mercury, lead, arsenic and zinc was also evaluated, achieving removals of: 37.8-92.9% Hg, 29.9- 44.9%Pb, 7.9-77.6%As and 22.9-64.3%Zn, depending on the hydraulic load applied. The accumulation of these metals in the leaves, stems and roots (rhizomes) of Phragmites australis was found as: 0.575-3.201mgHgkg-1, 0.649-4.718mgPbkg-1, 3.548-39.376mgZnkg-1, and 19.4mgAskg-1
publishDate 2017
dc.date.issued.none.fl_str_mv 2017
dc.date.accessioned.none.fl_str_mv 2022-03-17T22:17:17Z
dc.date.available.none.fl_str_mv 2022-03-17T22:17:17Z
dc.type.spa.fl_str_mv info:eu-repo/semantics/article
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.hasversion.spa.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.redcol.spa.fl_str_mv https://purl.org/redcol/resource_type/ART
dc.type.local.spa.fl_str_mv Artículo de investigación
format http://purl.org/coar/resource_type/c_2df8fbb1
status_str publishedVersion
dc.identifier.issn.none.fl_str_mv 0120-100X
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10495/26711
dc.identifier.doi.none.fl_str_mv 10.18273/revion.v30n2-2017005
dc.identifier.eissn.none.fl_str_mv 2145-8485
identifier_str_mv 0120-100X
10.18273/revion.v30n2-2017005
2145-8485
url http://hdl.handle.net/10495/26711
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.ispartofjournalabbrev.spa.fl_str_mv Rev. ion
dc.rights.spa.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by/2.5/co/
dc.rights.accessrights.spa.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.creativecommons.spa.fl_str_mv https://creativecommons.org/licenses/by/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by/2.5/co/
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dc.format.extent.spa.fl_str_mv 9
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Universidad industrial de Santander, Escuela de ingeniería química
dc.publisher.group.spa.fl_str_mv Diagnóstico y Control de la Contaminación
dc.publisher.place.spa.fl_str_mv Bucaramanga, Colombia
institution Universidad de Antioquia
bitstream.url.fl_str_mv http://bibliotecadigital.udea.edu.co/bitstream/10495/26711/1/UsugaFabian_2017_KineticStudyContaminant.pdf
http://bibliotecadigital.udea.edu.co/bitstream/10495/26711/2/license_rdf
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repository.name.fl_str_mv Repositorio Institucional Universidad de Antioquia
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spelling Úsuga Úsuga, Fabián AlonsoPatiño Forero, Andrés FelipeRodríguez Loaiza, Diana CatalinaPeñuela Mesa, Gustavo Antonio2022-03-17T22:17:17Z2022-03-17T22:17:17Z20170120-100Xhttp://hdl.handle.net/10495/2671110.18273/revion.v30n2-20170052145-8485ABSTRACT: The treatment of stabilized leachate from the Curva de Rodas landfill site in Medellin, Colombia, was evaluated using horizontal subsurface flow constructed wetlands (HSSF) planted with Phragmites australis at pilot scale. Assays were performed in two stages: the first with hydraulic loads (q) of 0.015 and 0.030md-1 and the second with loads of 0.060 and 0.091md-1. A wetland without plants was used as a control. Removals of 71.9, 91.2 and 75.1% for COD, BOD5 and NH4 +-N, respectively, were obtained. Kinetic constants were determined for each q or hydraulic time retention for COD, BOD5 and NH4 +-N with ranges into 0.103 and 0.413d-1, 0.065 and 1.208d-1, and 0.113 and 0.418d-1; respectively, in accordance with a first order under piston flow. And by linear regressions had a magnitude of 0.246 d-1 for the removal of COD (R2 = 0.955), 0.299d-1 for NH4 +-N (R2 = 0.922) and 0.199d-1 for BOD5 (R2 = 0.140). The elimination of mercury, lead, arsenic and zinc was also evaluated, achieving removals of: 37.8-92.9% Hg, 29.9- 44.9%Pb, 7.9-77.6%As and 22.9-64.3%Zn, depending on the hydraulic load applied. The accumulation of these metals in the leaves, stems and roots (rhizomes) of Phragmites australis was found as: 0.575-3.201mgHgkg-1, 0.649-4.718mgPbkg-1, 3.548-39.376mgZnkg-1, and 19.4mgAskg-1RESUMEN: Se realizó la evaluación del tratamiento del lixiviado estabilizado del Relleno Sanitario Curva de Rodas de la ciudad de Medellín-Colombia, empleando humedales subsuperficiales de flujo horizontal (HSSF) a nivel piloto plantados con Phragmites australis. Los ensayos fueron realizados en dos etapas, la primera etapa con cargas hidráulicas (q) de 0,015 y 0,030md-1 y en la segunda etapa con 0,060 y 0,091md-1. Un humedal sin plantas como control fue usado. Se obtuvieron remociones del orden de 71,9, 91,2 y 75,1% para el COD, BOD5 y NH4 +-N, respectivamente. Se determinaron las constantes cinéticas para cada q o tiempo de retención hidráulica de COD, BOD5 y NH4 +-N; con rangos entre 0,103 y 0,413d-1, 0,065 y 1,208d-1 y 0,113 y 0,418d-1, respectivamente; según un modelo de primer orden sobre flujo a pistón. Y por regresión lineal se tuvieron magnitudes de 0,246d-1 para la DQO (R2 = 0,955), 0,299d-1 para NH4 +-N (R2 = 0,922) y 0,199d-1 para DBO5 (R2 = 0,140). También se evaluaron las remociones de mercurio, plomo, arsénico y zinc alcanzándose los siguientes rangos de remoción: 37,8-92,9% Hg, 29,9-44,9%Pb, 7,9-77,6%As y 22,9-64,3%Zn dependiendo de la carga hidráulica aplicada. La acumulación de estos metales en las hojas, tallos y raíces (con rizomas) de las Phragmites australis estuvo en los rangos: 0,575-3.201mgHgkg-1, 0,649-4,718mgPbkg-1, 3,548 39,376mgZnkg-1, y de 19,4mgAskg-1.COL00404029application/pdfengUniversidad industrial de Santander, Escuela de ingeniería químicaDiagnóstico y Control de la ContaminaciónBucaramanga, Colombiainfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_2df8fbb1https://purl.org/redcol/resource_type/ARTArtículo de investigaciónhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by/2.5/co/http://purl.org/coar/access_right/c_abf2https://creativecommons.org/licenses/by/4.0/Kinetic study and removal of contaminants in the leachate treatment using subsurface wetlands at pilot scaleEstudio cinético y remoción de contaminantes en el tratamiento de lixiviados empleando humedales subsuperficiales a nivel pilotoEstudo cinético e remoção de contaminantes no tratamento de lixiviados usando zonas húmidas subsuperfície no nível pilotoHumedalesWetlandsRemoción de ContaminantesContaminant RemovalMetalesMetalsLixiviadosLeachatesEstudio cinéticoRelleno sanitario Curva de Rodashttp://aims.fao.org/aos/agrovoc/c_35164Rev. ionRevista Ion5563302ORIGINALUsugaFabian_2017_KineticStudyContaminant.pdfUsugaFabian_2017_KineticStudyContaminant.pdfArtículo de investigaciónapplication/pdf2530497http://bibliotecadigital.udea.edu.co/bitstream/10495/26711/1/UsugaFabian_2017_KineticStudyContaminant.pdf6648bcfa48a8c715be5247c63b3ea222MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8927http://bibliotecadigital.udea.edu.co/bitstream/10495/26711/2/license_rdf1646d1f6b96dbbbc38035efc9239ac9cMD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81748http://bibliotecadigital.udea.edu.co/bitstream/10495/26711/3/license.txt8a4605be74aa9ea9d79846c1fba20a33MD5310495/26711oai:bibliotecadigital.udea.edu.co:10495/267112022-03-17 17:17:17.4Repositorio Institucional Universidad de Antioquiaandres.perez@udea.edu.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