AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR

Ammoniacal nitrogen in Sanitary Landfill Leachate may reach concentrations up to 2000 mg/L, which, if discharged into the environment under such concentrations, may cause severe environmental and public health impacts. The stripping process is a technical highlight among the alternatives for leachat...

Descripción completa

Detalles Bibliográficos
Autores: Paulo Gomes, Luciana, Oliveira Caetano, Marcelo, Schiavo Miranda, Luis Alcides
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2014
País:México
Institución:UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO
Repositorio:Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica
Idioma:español
OAI Identifier:oai:ojs.pkp.sfu.ca:article/46610
Acceso en línea:https://revistas.unam.mx/index.php/aidis/article/view/46610
Access Level:acceso abierto
Palabra clave:Landfill
Leachate treatment
Ammoniacal nitrogen removal.
Aterro Sanitário
Lixiviado
stripping.
id MX_be309dedcf1a7cee46b8c0a426cefc8a
oai_identifier_str oai:ojs.pkp.sfu.ca:article/46610
network_acronym_str MX
network_name_str México
repository_id_str
dc.title.none.fl_str_mv AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
title AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
spellingShingle AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
Paulo Gomes, Luciana
Landfill
Leachate treatment
Ammoniacal nitrogen removal.
Aterro Sanitário
Lixiviado
stripping.
title_short AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
title_full AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
title_fullStr AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
title_full_unstemmed AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
title_sort AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTOR
dc.creator.none.fl_str_mv Paulo Gomes, Luciana
Oliveira Caetano, Marcelo
Schiavo Miranda, Luis Alcides
author Paulo Gomes, Luciana
author_facet Paulo Gomes, Luciana
Oliveira Caetano, Marcelo
Schiavo Miranda, Luis Alcides
author_role author
author2 Oliveira Caetano, Marcelo
Schiavo Miranda, Luis Alcides
author2_role author
author
dc.subject.none.fl_str_mv Landfill
Leachate treatment
Ammoniacal nitrogen removal.
Aterro Sanitário
Lixiviado
stripping.
topic Landfill
Leachate treatment
Ammoniacal nitrogen removal.
Aterro Sanitário
Lixiviado
stripping.
description Ammoniacal nitrogen in Sanitary Landfill Leachate may reach concentrations up to 2000 mg/L, which, if discharged into the environment under such concentrations, may cause severe environmental and public health impacts. The stripping process is a technical highlight among the alternatives for leachate ammoniacal nitrogen removal employed worldwide. The comparison of the analyses performed at inflow and outflow, at the São Leopoldo/Brazil Leachate Treatment Plant wastewater (lagoons), showed an ammoniacal nitrogen removal rate that ranged between 38% and 65% in 90 days of HRT. On the other hand, the Baffled Reactor yielded a 73% removal rate in 12 days. Statistically, the “temperature” variable affected Ammoniacal nitrogen removal, such that the higher removal rates were associated to environmental temperatures above 20ºC, thus rendering this technology as useful in tropical countries. The Baffled Reactor demonstrated to be applicable for use in sanitary landfills that produce 0.33 m³ of leachate per day. This value corresponds to service provided to a small scale municipality with a population of up to 10.000 inhabitants. Treatment operational cost using the reactor was estimated to be US$ 30.25/m3 of treated leachate, which is an interesting result if compared with other ammoniacal nitrogen removalunits, as well as with ex situ treatment processes.Key Words: Landfill, Leachate treatment, Ammoniacal nitrogen removal.
publishDate 2014
dc.date.none.fl_str_mv 2014-04-06
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
Artículos evaluados por pares
Artículos evaluados por pares
Artículos evaluados por pares
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.unam.mx/index.php/aidis/article/view/46610
url https://revistas.unam.mx/index.php/aidis/article/view/46610
dc.language.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.unam.mx/index.php/aidis/article/view/46610/41849
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv AIDIS / Instituto de Ingeniería, Universidad Nacional Autónoma de México
publisher.none.fl_str_mv AIDIS / Instituto de Ingeniería, Universidad Nacional Autónoma de México
dc.source.none.fl_str_mv Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 7, No. 1, 6 de Abril de 2014; 19 - 32
Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 7, No. 1, 6 de Abril de 2014; 19 - 32
Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 7, No. 1, 6 de Abril de 2014; 19 - 32
0718-378X
reponame:Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica
instname:UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO
instacron:UNAM
instname_str UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO
instacron_str UNAM
institution UNAM
reponame_str Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica
collection Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1858176783717761024
spelling AMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTORAMMONIACAL NITROGEN REMOVAL FROM SANITARY LANDFILL LEACHATE BY STRIPPING PROCESS USING A BAFFLED REACTORPaulo Gomes, LucianaOliveira Caetano, MarceloSchiavo Miranda, Luis AlcidesLandfillLeachate treatmentAmmoniacal nitrogen removal.Aterro SanitárioLixiviadostripping.Ammoniacal nitrogen in Sanitary Landfill Leachate may reach concentrations up to 2000 mg/L, which, if discharged into the environment under such concentrations, may cause severe environmental and public health impacts. The stripping process is a technical highlight among the alternatives for leachate ammoniacal nitrogen removal employed worldwide. The comparison of the analyses performed at inflow and outflow, at the São Leopoldo/Brazil Leachate Treatment Plant wastewater (lagoons), showed an ammoniacal nitrogen removal rate that ranged between 38% and 65% in 90 days of HRT. On the other hand, the Baffled Reactor yielded a 73% removal rate in 12 days. Statistically, the “temperature” variable affected Ammoniacal nitrogen removal, such that the higher removal rates were associated to environmental temperatures above 20ºC, thus rendering this technology as useful in tropical countries. The Baffled Reactor demonstrated to be applicable for use in sanitary landfills that produce 0.33 m³ of leachate per day. This value corresponds to service provided to a small scale municipality with a population of up to 10.000 inhabitants. Treatment operational cost using the reactor was estimated to be US$ 30.25/m3 of treated leachate, which is an interesting result if compared with other ammoniacal nitrogen removalunits, as well as with ex situ treatment processes.Key Words: Landfill, Leachate treatment, Ammoniacal nitrogen removal.Nitrogênio amoniacal em lixiviados pode atingir concentrações que ultrapassam 2.000 mg/L, o que, se lançado para o meio ambiente com tais concentrações, pode causar graves impactos ambientais e de saúde pública. O processo de stripping é uma das técnicas que se destaca entre as alternativas para remoção de nitrogênio amoniacal de lixiviados empregados em todo o mundo. A comparação das análises realizadas na Estação de Tratamento de Lixiviado de São Leopoldo/Brasil, na entrada e saída, mostrou que o tratamento biológico utilizado atualmente no local (lagoas) para o tempo de retenção hidráulica de 90 dias, produziu uma taxa de remoção de nitrogênio amoniacal, que variou entre 38% e 65%. Por outro lado, o reator de chicanas (reator compartimentado) rendeu uma taxa de remoção de 73% em 12 dias. Estatisticamente, a variável "temperatura" afetou a remoção de nitrogênio amoniacal, de tal forma que as maiores taxas de remoção foram associadas a temperaturas ambientais acima de 20 ºC, tornando, assim, essa tecnologia tão útil em países tropicais. O reator de chicanas demonstrou ser aplicável para uso em aterros sanitários que produzem 0,33 m³ de lixiviado por dia. Este valor corresponde ao serviço prestado em um município de pequeno porte, ou seja, com uma população de até 10.000 habitantes. O custo operacional do tratamento usando o reator de chicanas estudado foi estimado em US$ 30,25/m3 de lixiviado tratado, o qual é um resultado interessante, se comparado com outras unidades de remoção de nitrogênio amoniacal, bem como com os processos de tratamento ex situ.Palavras chaves: Aterro Sanitário, Lixiviado, stripping. AIDIS / Instituto de Ingeniería, Universidad Nacional Autónoma de México2014-04-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículos evaluados por paresArtículos evaluados por paresArtículos evaluados por paresapplication/pdfhttps://revistas.unam.mx/index.php/aidis/article/view/46610Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 7, No. 1, 6 de Abril de 2014; 19 - 32Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 7, No. 1, 6 de Abril de 2014; 19 - 32Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 7, No. 1, 6 de Abril de 2014; 19 - 320718-378Xreponame:Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y prácticainstname:UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICOinstacron:UNAMspahttps://revistas.unam.mx/index.php/aidis/article/view/46610/41849info:eu-repo/semantics/openAccessoai:ojs.pkp.sfu.ca:article/466102024-08-16T18:32:50Z
score 15,198674