Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors

An Aerobic Granular Sludge (AGS) and an Activated Sludge (AS) laboratory-scale reactors started-up with seed sludge originated from the same wastewater, and fed with the same synthetic wastewater containing Escherichia coli, were operated and weekly sampled during four months in order to compare the...

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التفاصيل البيبلوغرافية
المؤلف الرئيسي: Bettinelli, Carolina (author)
التنسيق: masterThesis
اللغة:الإنجليزية
منشور في: 2017
الموضوعات:
الوصول للمادة أونلاين:http://hdl.handle.net/20.500.12381/188
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author Bettinelli, Carolina
author_browse Bettinelli, Carolina
author_facet Bettinelli, Carolina
author_role author
collection REDI
dc.creator.none.fl_str_mv Bettinelli, Carolina
dc.date.none.fl_str_mv 2017
2019-10-29T16:25:48Z
2019-10-29T16:25:48Z
dc.format.none.fl_str_mv 157 p.
dc.identifier.none.fl_str_mv Bettinelli, Caroline (2017). Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors (tesis de maestría). UNESCO-IHE
http://hdl.handle.net/20.500.12381/188
POS_IHE_2015_1_1005155
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv UNESCO-IHE
dc.rights.none.fl_str_mv Acceso abierto
info:eu-repo/semantics/openAccess
Reconocimiento-NoComercial-CompartirIgual 4.0 Internacional. (CC BY-NC-SA)
dc.source.none.fl_str_mv reponame:REDI
instname:Agencia Nacional de Investigación e Innovación
instacron:Agencia Nacional de Investigación e Innovación
dc.subject.none.fl_str_mv Ingeniería Sanitaria
Aerobic Granular Sludge
Pathogens
Escherichia coli
Ingeniería del Medio Ambiente
Ingeniería Medioambiental y Geológica, Geotécnicas
Ingenierías y Tecnologías
dc.title.none.fl_str_mv Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
dc.type.none.fl_str_mv Tesis de maestría
info:eu-repo/semantics/masterThesis
Aceptado
info:eu-repo/semantics/acceptedVersion
description An Aerobic Granular Sludge (AGS) and an Activated Sludge (AS) laboratory-scale reactors started-up with seed sludge originated from the same wastewater, and fed with the same synthetic wastewater containing Escherichia coli, were operated and weekly sampled during four months in order to compare the removal of Escherichia coli between both set-ups. Both reactors were aimed to remove organic matter, nitrogen, and phosphate. The removal of organic matter and phosphate was successful, whereas nitrogen removal efficiency fluctuated in the AGS reactor, and was never achieved in the AS reactor. In order to enhance nitrification, several changes were introduced in the AS cycle, whilst the AGS cycle was maintained unchanged during the entire research period, only varying DO concentrations. E. coli was added to the reactors after 1.5 months of operation, and weekly samples were analysed with the spread-plate technique. The log removal of E. coli for the AGS reactor was above 1.5 for the first five weeks of E. coli addition, presenting a maximum of 3.5 log removal and an average of 2.5 log removal. After the fifth week, the removal dropped to zero, and started to slowly increase again, achieving 2.5 log removal by the end of the research period. The removal of E. coli was mainly attributed to predation of E. coli cells by stalked ciliates of the genus Vorticella during aeration. Vorticella were observed by optical microscopy attached to granules, in high amounts during the periods of high E. coli removal, and in lower amounts when E. coli removal decreased. The factors affecting the fluctuations in the presence of ciliates were analysed, finding as the most relevant an event of high copper concentration and the possible depletion of particulate food eroded from the granules. Analysing the concentration of E. coli in the sludge and supernatant, it was deducted that there was attachment of some E. coli cells to the granules. When E. coli removal was significant, on average, 26% of the influent E. coli ended-up in the sludge and 0.2% in the effluent. E. coli removal in the AS reactor was never achieved. Despite AGS and AS reactors were started with seed sludge originated from the same influent wastewater, ciliates were not detected in the AS reactor on samples taken after two months of operation onwards. It was assumed that the main cause of the absence of ciliates was the lack of particulate food. Attachment of E. coli cells to bacterial flocs was not detected neither, this might be attributed to the high SRT of the reactor. A basic analysis of the applicability of AGS treatment in two case studies in Uruguay was performed, finding that the technology would be in principle suitable for the treatment of the wastewater of both localities aiming to comply the Uruguayan standards. In the case of Mercedes, it seems that an AGS WWTP would result in a more cost-effective solution than a conventional treatment. However, a pre-design and cost analysis should be performed to confirm this hypothesis. Montevideo’s wastewater has a high conductivity, and despite according to lab-scale research, AGS performance would not be affected by its level of salinity, the suitability of the technology for Montevideo’s wastewater would only be confirmed after AGS is proven to be successful in treating wastewater with these characteristics.
eu_rights_str_mv openAccess
format masterThesis
id anni_11ec777397e7d390befccc8d2f3d2546
identifier_str_mv Bettinelli, Caroline (2017). Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors (tesis de maestría). UNESCO-IHE
POS_IHE_2015_1_1005155
instacron_str Agencia Nacional de Investigación e Innovación
institution Agencia Nacional de Investigación e Innovación
instname_str Agencia Nacional de Investigación e Innovación
language eng
network_acronym_str anni
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publishDate 2017
publishDateSort 2017
publisher.none.fl_str_mv UNESCO-IHE
reponame_str REDI
repository.mail.fl_str_mv
repository.name.fl_str_mv
repository_id_str
rights_invalid_str_mv Acceso abierto
Reconocimiento-NoComercial-CompartirIgual 4.0 Internacional. (CC BY-NC-SA)
spelling Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactorsBettinelli, CarolinaIngeniería SanitariaAerobic Granular SludgePathogensEscherichia coliIngeniería del Medio AmbienteIngeniería Medioambiental y Geológica, GeotécnicasIngenierías y TecnologíasAn Aerobic Granular Sludge (AGS) and an Activated Sludge (AS) laboratory-scale reactors started-up with seed sludge originated from the same wastewater, and fed with the same synthetic wastewater containing Escherichia coli, were operated and weekly sampled during four months in order to compare the removal of Escherichia coli between both set-ups. Both reactors were aimed to remove organic matter, nitrogen, and phosphate. The removal of organic matter and phosphate was successful, whereas nitrogen removal efficiency fluctuated in the AGS reactor, and was never achieved in the AS reactor. In order to enhance nitrification, several changes were introduced in the AS cycle, whilst the AGS cycle was maintained unchanged during the entire research period, only varying DO concentrations. E. coli was added to the reactors after 1.5 months of operation, and weekly samples were analysed with the spread-plate technique. The log removal of E. coli for the AGS reactor was above 1.5 for the first five weeks of E. coli addition, presenting a maximum of 3.5 log removal and an average of 2.5 log removal. After the fifth week, the removal dropped to zero, and started to slowly increase again, achieving 2.5 log removal by the end of the research period. The removal of E. coli was mainly attributed to predation of E. coli cells by stalked ciliates of the genus Vorticella during aeration. Vorticella were observed by optical microscopy attached to granules, in high amounts during the periods of high E. coli removal, and in lower amounts when E. coli removal decreased. The factors affecting the fluctuations in the presence of ciliates were analysed, finding as the most relevant an event of high copper concentration and the possible depletion of particulate food eroded from the granules. Analysing the concentration of E. coli in the sludge and supernatant, it was deducted that there was attachment of some E. coli cells to the granules. When E. coli removal was significant, on average, 26% of the influent E. coli ended-up in the sludge and 0.2% in the effluent. E. coli removal in the AS reactor was never achieved. Despite AGS and AS reactors were started with seed sludge originated from the same influent wastewater, ciliates were not detected in the AS reactor on samples taken after two months of operation onwards. It was assumed that the main cause of the absence of ciliates was the lack of particulate food. Attachment of E. coli cells to bacterial flocs was not detected neither, this might be attributed to the high SRT of the reactor. A basic analysis of the applicability of AGS treatment in two case studies in Uruguay was performed, finding that the technology would be in principle suitable for the treatment of the wastewater of both localities aiming to comply the Uruguayan standards. In the case of Mercedes, it seems that an AGS WWTP would result in a more cost-effective solution than a conventional treatment. However, a pre-design and cost analysis should be performed to confirm this hypothesis. Montevideo’s wastewater has a high conductivity, and despite according to lab-scale research, AGS performance would not be affected by its level of salinity, the suitability of the technology for Montevideo’s wastewater would only be confirmed after AGS is proven to be successful in treating wastewater with these characteristics.Agencia Nacional de Investigación e InnovaciónUNESCO-IHE2019-10-29T16:25:48Z2019-10-29T16:25:48Z2017Tesis de maestríainfo:eu-repo/semantics/masterThesisAceptadoinfo:eu-repo/semantics/acceptedVersion157 p.Bettinelli, Caroline (2017). Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors (tesis de maestría). UNESCO-IHEhttp://hdl.handle.net/20.500.12381/188POS_IHE_2015_1_1005155reponame:REDIinstname:Agencia Nacional de Investigación e Innovacióninstacron:Agencia Nacional de Investigación e InnovaciónengAcceso abiertoinfo:eu-repo/semantics/openAccessReconocimiento-NoComercial-CompartirIgual 4.0 Internacional. (CC BY-NC-SA)oai:redi.anii.org.uy:20.500.12381/1882026-06-16T05:01:27Z
spellingShingle Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
Bettinelli, Carolina
Ingeniería Sanitaria
Aerobic Granular Sludge
Pathogens
Escherichia coli
Ingeniería del Medio Ambiente
Ingeniería Medioambiental y Geológica, Geotécnicas
Ingenierías y Tecnologías
status_str acceptedVersion
title Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
title_full Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
title_fullStr Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
title_full_unstemmed Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
title_short Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
title_sort Removal of Escherichia coli as indicator of wastewater pathogens: a comparison between Aerobic Granular Sludge and Activated Sludge laboratory reactors
topic Ingeniería Sanitaria
Aerobic Granular Sludge
Pathogens
Escherichia coli
Ingeniería del Medio Ambiente
Ingeniería Medioambiental y Geológica, Geotécnicas
Ingenierías y Tecnologías
url http://hdl.handle.net/20.500.12381/188