Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion

The main objective of this paper is to assess different treatment schemes for designing a submerged anaerobic membrane bioreactor (AnMBR) based WWTP. The economic impact of including a primary settling (PS) stage and further anaerobic digestion (AD) of the wasted sludge has been evaluated. The follo...

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Autores: Pretel, R., Durán Pinzón, Freddy, Robles Martínez, Ángel, Ruano García, María Victoria, Ribes Bertomeu, Jose, FERRER, J., Serralta Sevilla, Joaquín|||0000-0001-5015-0689
Tipo de recurso: artículo
Fecha de publicación:2015
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/68518
Acceso en línea:https://riunet.upv.es/handle/10251/68518
Access Level:acceso abierto
Palabra clave:CAPEX/OPEX
Full-scale design
Industrial-scale hollow-fibre membranes
Submerged anaerobic MBR (AnMBR)
Urban wastewater treatment
INGENIERIA HIDRAULICA
TECNOLOGIA DEL MEDIO AMBIENTE
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spelling Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestionPretel, R.Durán Pinzón, FreddyRobles Martínez, ÁngelRuano García, María VictoriaRibes Bertomeu, JoseFERRER, J.Serralta Sevilla, Joaquín|||0000-0001-5015-0689CAPEX/OPEXFull-scale designIndustrial-scale hollow-fibre membranesSubmerged anaerobic MBR (AnMBR)Urban wastewater treatmentINGENIERIA HIDRAULICATECNOLOGIA DEL MEDIO AMBIENTEThe main objective of this paper is to assess different treatment schemes for designing a submerged anaerobic membrane bioreactor (AnMBR) based WWTP. The economic impact of including a primary settling (PS) stage and further anaerobic digestion (AD) of the wasted sludge has been evaluated. The following operating scenarios were considered: sulphate-rich and low-sulphate urban wastewater (UWW) treatment at 15 and 30 ºC. To this aim, the optimum combination of design/operating parameters that resulted in minimum total cost (CAPEX plus OPEX) for the different schemes and scenarios was determined. The AnMBR design was based on both simulation and experimental results from an AnMBR plant featuring industrial-scale hollow-fibre membranes fed with UWW from the pre-treatment of a municipal WWTP located in Valencia (Spain). AnMBR without PS and AD was identified as the most economic option for an AnMBR-based WWTP treating low-sulphate UWW (minimum cost of 0.05 per m3 and a maximum surplus energy of 0.1 kW h per m3), whilst AnMBR with PS and AD was the optimum option when treating sulphate-rich UWW (minimum cost of 0.05 per m3 and a maximum surplus energy of 0.09 kW h per m3).This research work was possible thanks to projects CTM2011-28595-C02-01/02 (funded by the Spanish Ministry of Economy and Competitiveness jointly with the European Regional Development Fund and Generalitat Valenciana GVA-ACOMP2013/203) and FCC Aqualia INNPRONTA IISIS IPT-20111023 (partially funded by the Centre for Industrial Technological Development (CDTI), and supported by the Spanish Ministry of Economy and Competitiveness).ElsevierDepartamento de Ingeniería Hidráulica y Medio AmbienteInstituto Universitario de Ingeniería del Agua y del Medio AmbienteEscuela Técnica Superior de Ingeniería de Caminos, Canales y PuertosFCC Aqualia, S.A.Ministerio de Economía y CompetitividadEuropean Regional Development FundCentro para el Desarrollo Tecnológico IndustrialGeneralitat ValencianaRepositorio Institucional de la Universitat Politècnica de València Riunet20152015-12-01journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfapplication/pdfhttps://riunet.upv.es/handle/10251/68518reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valénciainstname:Universitat Politècnica de València (UPV)InglésengFCC Aqualia, S.A. FCC Aqualia, S.A. IPT 2011-1023open accesshttp://purl.org/coar/access_right/c_abf2Reserva de todos los derechoshttp://rightsstatements.org/vocab/InC/1.0/info:eu-repo/semantics/openAccessoai:riunet.upv.es:10251/685182026-06-13T07:49:27Z
dc.title.none.fl_str_mv Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
title Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
spellingShingle Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
Pretel, R.
CAPEX/OPEX
Full-scale design
Industrial-scale hollow-fibre membranes
Submerged anaerobic MBR (AnMBR)
Urban wastewater treatment
INGENIERIA HIDRAULICA
TECNOLOGIA DEL MEDIO AMBIENTE
title_short Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
title_full Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
title_fullStr Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
title_full_unstemmed Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
title_sort Designing an AnMBR-based WWTP for energy recovery from urban wastewater: The role of primary settling and anaerobic digestion
dc.creator.none.fl_str_mv Pretel, R.
Durán Pinzón, Freddy
Robles Martínez, Ángel
Ruano García, María Victoria
Ribes Bertomeu, Jose
FERRER, J.
Serralta Sevilla, Joaquín|||0000-0001-5015-0689
author Pretel, R.
author_facet Pretel, R.
Durán Pinzón, Freddy
Robles Martínez, Ángel
Ruano García, María Victoria
Ribes Bertomeu, Jose
FERRER, J.
Serralta Sevilla, Joaquín|||0000-0001-5015-0689
author_role author
author2 Durán Pinzón, Freddy
Robles Martínez, Ángel
Ruano García, María Victoria
Ribes Bertomeu, Jose
FERRER, J.
Serralta Sevilla, Joaquín|||0000-0001-5015-0689
author2_role author
author
author
author
author
author
dc.contributor.none.fl_str_mv Departamento de Ingeniería Hidráulica y Medio Ambiente
Instituto Universitario de Ingeniería del Agua y del Medio Ambiente
Escuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
FCC Aqualia, S.A.
Ministerio de Economía y Competitividad
European Regional Development Fund
Centro para el Desarrollo Tecnológico Industrial
Generalitat Valenciana
Repositorio Institucional de la Universitat Politècnica de València Riunet
dc.subject.none.fl_str_mv CAPEX/OPEX
Full-scale design
Industrial-scale hollow-fibre membranes
Submerged anaerobic MBR (AnMBR)
Urban wastewater treatment
INGENIERIA HIDRAULICA
TECNOLOGIA DEL MEDIO AMBIENTE
topic CAPEX/OPEX
Full-scale design
Industrial-scale hollow-fibre membranes
Submerged anaerobic MBR (AnMBR)
Urban wastewater treatment
INGENIERIA HIDRAULICA
TECNOLOGIA DEL MEDIO AMBIENTE
description The main objective of this paper is to assess different treatment schemes for designing a submerged anaerobic membrane bioreactor (AnMBR) based WWTP. The economic impact of including a primary settling (PS) stage and further anaerobic digestion (AD) of the wasted sludge has been evaluated. The following operating scenarios were considered: sulphate-rich and low-sulphate urban wastewater (UWW) treatment at 15 and 30 ºC. To this aim, the optimum combination of design/operating parameters that resulted in minimum total cost (CAPEX plus OPEX) for the different schemes and scenarios was determined. The AnMBR design was based on both simulation and experimental results from an AnMBR plant featuring industrial-scale hollow-fibre membranes fed with UWW from the pre-treatment of a municipal WWTP located in Valencia (Spain). AnMBR without PS and AD was identified as the most economic option for an AnMBR-based WWTP treating low-sulphate UWW (minimum cost of 0.05 per m3 and a maximum surplus energy of 0.1 kW h per m3), whilst AnMBR with PS and AD was the optimum option when treating sulphate-rich UWW (minimum cost of 0.05 per m3 and a maximum surplus energy of 0.09 kW h per m3).
publishDate 2015
dc.date.none.fl_str_mv 2015
2015-12-01
dc.type.none.fl_str_mv journal 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://riunet.upv.es/handle/10251/68518
url https://riunet.upv.es/handle/10251/68518
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv FCC Aqualia, S.A. FCC Aqualia, S.A. IPT 2011-1023
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reserva de todos los derechos
http://rightsstatements.org/vocab/InC/1.0/
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
Reserva de todos los derechos
http://rightsstatements.org/vocab/InC/1.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname:Universitat Politècnica de València (UPV)
instname_str Universitat Politècnica de València (UPV)
reponame_str RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
collection RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300724

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