Nitrate removal from landfill leachate in an anoxic rotating biological reactor

Bibliographic Details
Main Author: Cortez, Susana
Publication Date: 2009
Other Authors: Teixeira, P., Oliveira, Rosário, Mota, M.
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: http://hdl.handle.net/1822/10152
Summary: Nitrogen pollutants in wastewater are usually removed by biological methods such as autotrophic nitrification and heterotrophic denitrification. The aim of this work was to study the denitrification process in an anoxic rotating biological contactor (RBC) for the final treatment of a landfill leachate with very high nitrate load. The reactor was inoculated with acclimatized activated sludge and operated in a continuous mode with a hydraulic retention time of 10 h, using acetate as external carbon source. Two experiments were performed: one with a carbon to nitrogen ratio (C/N) of 2 and increasing nitrate load (from 100 to 560 mg N‐NO3 ‐/L); in the other the C/N ratio was varied while nitrate load was kept constant (220 mg N‐NO3 ‐/L). In the first experiment the average removal efficiency of N‐NO3 ‐ was about 96 % and no nitrite accumulation was verified, highlighting the RBC high efficiency. Moreover, N2 was the most abundant gaseous product indicating a complete denitrification process. An overall COD removal efficiency of 69% was attained. However, this does not comply with the maximum discharge limit (125 mg O2/L). To reduce COD in the effluent, in the second experiment lower C/N ratios (C/N=1.2 and 1.5) at constant nitrate load were tested. This change resulted in lower nitrate removal efficiencies while COD effluent values were still high. C/N was then increased again to the value used in the first experiment (C/N=2) and that caused an increase in nitrate removal. This puts to evidence that the organic matter present in the leachate is non‐biodegradable. Thus the process depends deeply on the supplementary carbon added. Based on the present results, it can be concluded that the tested anoxic RBC is a potential and convenient process for the removal of nitrate from landfill leachates with high nitrate loads.
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spelling Nitrate removal from landfill leachate in an anoxic rotating biological reactorAnoxic rotating biological contactorLandfill leachateNitrate removalNitrogen pollutants in wastewater are usually removed by biological methods such as autotrophic nitrification and heterotrophic denitrification. The aim of this work was to study the denitrification process in an anoxic rotating biological contactor (RBC) for the final treatment of a landfill leachate with very high nitrate load. The reactor was inoculated with acclimatized activated sludge and operated in a continuous mode with a hydraulic retention time of 10 h, using acetate as external carbon source. Two experiments were performed: one with a carbon to nitrogen ratio (C/N) of 2 and increasing nitrate load (from 100 to 560 mg N‐NO3 ‐/L); in the other the C/N ratio was varied while nitrate load was kept constant (220 mg N‐NO3 ‐/L). In the first experiment the average removal efficiency of N‐NO3 ‐ was about 96 % and no nitrite accumulation was verified, highlighting the RBC high efficiency. Moreover, N2 was the most abundant gaseous product indicating a complete denitrification process. An overall COD removal efficiency of 69% was attained. However, this does not comply with the maximum discharge limit (125 mg O2/L). To reduce COD in the effluent, in the second experiment lower C/N ratios (C/N=1.2 and 1.5) at constant nitrate load were tested. This change resulted in lower nitrate removal efficiencies while COD effluent values were still high. C/N was then increased again to the value used in the first experiment (C/N=2) and that caused an increase in nitrate removal. This puts to evidence that the organic matter present in the leachate is non‐biodegradable. Thus the process depends deeply on the supplementary carbon added. Based on the present results, it can be concluded that the tested anoxic RBC is a potential and convenient process for the removal of nitrate from landfill leachates with high nitrate loads.Universidade do Minho. Departamento de Engenharia Biológica (DEB)Universidade do MinhoCortez, SusanaTeixeira, P.Oliveira, RosárioMota, M.2009-11-282009-11-28T00:00:00Zconference objectinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/10152engTEIXEIRA, José A. [et al.] – “Book of abstracts of MicroBiotec09 Meeting, 3, Vilamoura, 2009.” Braga : Departamento de Engenharia Biologica da Universidade do Minho, 2009. ISBN 978-972-97810-6-3. p. 151.978-972-97810-6-3info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T04:37:50Zoai:repositorium.sdum.uminho.pt:1822/10152Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T14:53:47.969578Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Nitrate removal from landfill leachate in an anoxic rotating biological reactor
title Nitrate removal from landfill leachate in an anoxic rotating biological reactor
spellingShingle Nitrate removal from landfill leachate in an anoxic rotating biological reactor
Cortez, Susana
Anoxic rotating biological contactor
Landfill leachate
Nitrate removal
title_short Nitrate removal from landfill leachate in an anoxic rotating biological reactor
title_full Nitrate removal from landfill leachate in an anoxic rotating biological reactor
title_fullStr Nitrate removal from landfill leachate in an anoxic rotating biological reactor
title_full_unstemmed Nitrate removal from landfill leachate in an anoxic rotating biological reactor
title_sort Nitrate removal from landfill leachate in an anoxic rotating biological reactor
author Cortez, Susana
author_facet Cortez, Susana
Teixeira, P.
Oliveira, Rosário
Mota, M.
author_role author
author2 Teixeira, P.
Oliveira, Rosário
Mota, M.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Cortez, Susana
Teixeira, P.
Oliveira, Rosário
Mota, M.
dc.subject.por.fl_str_mv Anoxic rotating biological contactor
Landfill leachate
Nitrate removal
topic Anoxic rotating biological contactor
Landfill leachate
Nitrate removal
description Nitrogen pollutants in wastewater are usually removed by biological methods such as autotrophic nitrification and heterotrophic denitrification. The aim of this work was to study the denitrification process in an anoxic rotating biological contactor (RBC) for the final treatment of a landfill leachate with very high nitrate load. The reactor was inoculated with acclimatized activated sludge and operated in a continuous mode with a hydraulic retention time of 10 h, using acetate as external carbon source. Two experiments were performed: one with a carbon to nitrogen ratio (C/N) of 2 and increasing nitrate load (from 100 to 560 mg N‐NO3 ‐/L); in the other the C/N ratio was varied while nitrate load was kept constant (220 mg N‐NO3 ‐/L). In the first experiment the average removal efficiency of N‐NO3 ‐ was about 96 % and no nitrite accumulation was verified, highlighting the RBC high efficiency. Moreover, N2 was the most abundant gaseous product indicating a complete denitrification process. An overall COD removal efficiency of 69% was attained. However, this does not comply with the maximum discharge limit (125 mg O2/L). To reduce COD in the effluent, in the second experiment lower C/N ratios (C/N=1.2 and 1.5) at constant nitrate load were tested. This change resulted in lower nitrate removal efficiencies while COD effluent values were still high. C/N was then increased again to the value used in the first experiment (C/N=2) and that caused an increase in nitrate removal. This puts to evidence that the organic matter present in the leachate is non‐biodegradable. Thus the process depends deeply on the supplementary carbon added. Based on the present results, it can be concluded that the tested anoxic RBC is a potential and convenient process for the removal of nitrate from landfill leachates with high nitrate loads.
publishDate 2009
dc.date.none.fl_str_mv 2009-11-28
2009-11-28T00:00:00Z
dc.type.driver.fl_str_mv conference object
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dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/10152
url http://hdl.handle.net/1822/10152
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv TEIXEIRA, José A. [et al.] – “Book of abstracts of MicroBiotec09 Meeting, 3, Vilamoura, 2009.” Braga : Departamento de Engenharia Biologica da Universidade do Minho, 2009. ISBN 978-972-97810-6-3. p. 151.
978-972-97810-6-3
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dc.publisher.none.fl_str_mv Universidade do Minho. Departamento de Engenharia Biológica (DEB)
publisher.none.fl_str_mv Universidade do Minho. Departamento de Engenharia Biológica (DEB)
dc.source.none.fl_str_mv reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
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