Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge

The use of high-rate activated sludge (HRAS) reactors for the removal of COD in urban wastewater treatment plants (WWTPs) has been investigated because its potential contribution to energy generating WWTPs. A one-year operation period of a pilot plant treating the effluent of the primary settler of...

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Autores: Carrera, Julian|||0000-0002-2599-2312, Carbó Monmany, Oriol|||0000-0001-5701-3775, Doñate, Silvia|||0000-0003-0055-4970, Suárez Ojeda, María Eugenia|||0000-0003-2520-2701, Pérez Cañestro, Julio|||0000-0002-0119-5570
Tipo de recurso: artículo
Fecha de publicación:2022
País:España
Institución:Universitat Autònoma de Barcelona
Repositorio:Dipòsit Digital de Documents de la UAB
Idioma:inglés
OAI Identifier:oai:ddd.uab.cat:257996
Acceso en línea:https://ddd.uab.cat/record/257996
https://dx.doi.org/urn:doi:10.1016/j.jclepro.2022.131734
Access Level:acceso abierto
Palabra clave:Biomethane potential
Observed sludge yield coefficient
COD mass balance
Partial nitritation
Autotrophic nitrogen removal
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spelling Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludgePilot plant demonstration and energy balanceCarrera, Julian|||0000-0002-2599-2312Carbó Monmany, Oriol|||0000-0001-5701-3775Doñate, Silvia|||0000-0003-0055-4970Suárez Ojeda, María Eugenia|||0000-0003-2520-2701Pérez Cañestro, Julio|||0000-0002-0119-5570Biomethane potentialObserved sludge yield coefficientCOD mass balancePartial nitritationAutotrophic nitrogen removalThe use of high-rate activated sludge (HRAS) reactors for the removal of COD in urban wastewater treatment plants (WWTPs) has been investigated because its potential contribution to energy generating WWTPs. A one-year operation period of a pilot plant treating the effluent of the primary settler of a full-scale WWTP was analyzed. The HRAS pilot plant operated without iron salts addition at temperatures between 12 and 28 ºC at an average organic loading rate 2.8 ± 0.5 kg COD m-3 d-1 and with an average inflow COD concentration of 330 ± 86 mg O2 L-1. The influence of sludge retention time (SRT) on COD recovery and biomethane potential of the produced sludge was investigated and compared to the full scale WWTP performance. The highest observed sludge yield coefficient and biomethane potential of the sludge were achieved at SRT of 0.6 days. The weak point of the HRAS performance at STR of 0.6 days is the high loss of organic matter in the effluent due to the limited efficiency of the solids separation in the secondary settler. At higher SRT (in the range 1.0-2.1 days), the secondary settler efficiency and the COD recovery are higher than those achieved at SRT of 0.6 days but part of the inlet ammonium can be nitrified in the HRAS system at temperatures above 20 ºC. A detailed energy balance indicated that two-thirds reduction of aeration requirements and one-third increase of biogas production could be achieved in a plant configuration in which HRAS is coupled to autotrophic biological nitrogen removal (BNR) compared to the heterotrophic BNR configuration, yielding a net energy production of ca. 0.1 kWh m-3 of treated water. 22022-01-0120222022-01-01Articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://ddd.uab.cat/record/257996https://dx.doi.org/urn:doi:10.1016/j.jclepro.2022.131734reponame:Dipòsit Digital de Documents de la UABinstname:Universitat Autònoma de BarcelonaInglésengopen accesshttp://purl.org/coar/access_right/c_abf2Aquest document està subjecte a una llicència d'ús Creative Commons. Es permet la reproducció total o parcial, la distribució, la comunicació pública de l'obra i la creació d'obres derivades, sempre que no sigui amb finalitats comercials, i sempre que es reconegui l'autoria de l'obra original.https://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccessoai:ddd.uab.cat:2579962026-06-06T12:50:31Z
dc.title.none.fl_str_mv Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
Pilot plant demonstration and energy balance
title Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
spellingShingle Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
Carrera, Julian|||0000-0002-2599-2312
Biomethane potential
Observed sludge yield coefficient
COD mass balance
Partial nitritation
Autotrophic nitrogen removal
title_short Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
title_full Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
title_fullStr Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
title_full_unstemmed Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
title_sort Increasing the energy production in an urban wastewater treatment plant using a high-rate activated sludge
dc.creator.none.fl_str_mv Carrera, Julian|||0000-0002-2599-2312
Carbó Monmany, Oriol|||0000-0001-5701-3775
Doñate, Silvia|||0000-0003-0055-4970
Suárez Ojeda, María Eugenia|||0000-0003-2520-2701
Pérez Cañestro, Julio|||0000-0002-0119-5570
author Carrera, Julian|||0000-0002-2599-2312
author_facet Carrera, Julian|||0000-0002-2599-2312
Carbó Monmany, Oriol|||0000-0001-5701-3775
Doñate, Silvia|||0000-0003-0055-4970
Suárez Ojeda, María Eugenia|||0000-0003-2520-2701
Pérez Cañestro, Julio|||0000-0002-0119-5570
author_role author
author2 Carbó Monmany, Oriol|||0000-0001-5701-3775
Doñate, Silvia|||0000-0003-0055-4970
Suárez Ojeda, María Eugenia|||0000-0003-2520-2701
Pérez Cañestro, Julio|||0000-0002-0119-5570
author2_role author
author
author
author
dc.subject.none.fl_str_mv Biomethane potential
Observed sludge yield coefficient
COD mass balance
Partial nitritation
Autotrophic nitrogen removal
topic Biomethane potential
Observed sludge yield coefficient
COD mass balance
Partial nitritation
Autotrophic nitrogen removal
description The use of high-rate activated sludge (HRAS) reactors for the removal of COD in urban wastewater treatment plants (WWTPs) has been investigated because its potential contribution to energy generating WWTPs. A one-year operation period of a pilot plant treating the effluent of the primary settler of a full-scale WWTP was analyzed. The HRAS pilot plant operated without iron salts addition at temperatures between 12 and 28 ºC at an average organic loading rate 2.8 ± 0.5 kg COD m-3 d-1 and with an average inflow COD concentration of 330 ± 86 mg O2 L-1. The influence of sludge retention time (SRT) on COD recovery and biomethane potential of the produced sludge was investigated and compared to the full scale WWTP performance. The highest observed sludge yield coefficient and biomethane potential of the sludge were achieved at SRT of 0.6 days. The weak point of the HRAS performance at STR of 0.6 days is the high loss of organic matter in the effluent due to the limited efficiency of the solids separation in the secondary settler. At higher SRT (in the range 1.0-2.1 days), the secondary settler efficiency and the COD recovery are higher than those achieved at SRT of 0.6 days but part of the inlet ammonium can be nitrified in the HRAS system at temperatures above 20 ºC. A detailed energy balance indicated that two-thirds reduction of aeration requirements and one-third increase of biogas production could be achieved in a plant configuration in which HRAS is coupled to autotrophic biological nitrogen removal (BNR) compared to the heterotrophic BNR configuration, yielding a net energy production of ca. 0.1 kWh m-3 of treated water.
publishDate 2022
dc.date.none.fl_str_mv 2
2022-01-01
2022
2022-01-01
dc.type.none.fl_str_mv Article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://ddd.uab.cat/record/257996
https://dx.doi.org/urn:doi:10.1016/j.jclepro.2022.131734
url https://ddd.uab.cat/record/257996
https://dx.doi.org/urn:doi:10.1016/j.jclepro.2022.131734
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
https://creativecommons.org/licenses/by-nc/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
https://creativecommons.org/licenses/by-nc/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:Dipòsit Digital de Documents de la UAB
instname:Universitat Autònoma de Barcelona
instname_str Universitat Autònoma de Barcelona
reponame_str Dipòsit Digital de Documents de la UAB
collection Dipòsit Digital de Documents de la UAB
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