Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation

Detalhes bibliográficos
Autor(a) principal: Moruzzi, Rodrigo Braga [UNESP]
Data de Publicação: 2022
Outros Autores: Gonçalves, Joice [UNESP], Speranza, Lais Galileu [UNESP], de Oliveira, André Luiz
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1413-415220200291
http://hdl.handle.net/11449/242176
Resumo: The velocity gradient can be controlled for aggregates formation during mechanized flocculation, so that aggregates can be subsequently removed in solid/liquid separation units, providing operational flexibility to the system. Batch assays help in finding the optimal coagulation and flocculation conditions, making possible to change gradient velocities and hydraulic detention time. Nevertheless, the secondary effects as result of inertial and differential sedimentation transport over aggregates after mechanized flocculation are not well known. Therefore, this paper aimed to present the combined effect of inertial and differential transport over aggregates, using nonintrusive image technique and particle image velocimetry (PIV). It was possible to verify that the transport of the aggregates formed after the flocculation step is due to the action of the inertial movement of the fluid and differentiated sedimentation, in a proportion that varies over time. The inertial movement is predominant in the influence of the formation of aggregates from the moment when mechanical agitation is stopped (Gf of 20 s-1) until 5.5 ± 0.5 minutes, when the aggregates are predominantly modified by differential sedimentation. Through the analysis of the aggregates, two moments of growth in their length were observed. The first occured up to the two first minutes, and the other between four and six minutes, when the transition between mechanisms is likely to happen.
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spelling Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculationInfluência da ação combinada do transporte inercial e da sedimentação diferencial nos agregados após cessada a floculação mecanizadaaggregateflocculationgradient of velocityparticle image velocimetryparticle size distributionThe velocity gradient can be controlled for aggregates formation during mechanized flocculation, so that aggregates can be subsequently removed in solid/liquid separation units, providing operational flexibility to the system. Batch assays help in finding the optimal coagulation and flocculation conditions, making possible to change gradient velocities and hydraulic detention time. Nevertheless, the secondary effects as result of inertial and differential sedimentation transport over aggregates after mechanized flocculation are not well known. Therefore, this paper aimed to present the combined effect of inertial and differential transport over aggregates, using nonintrusive image technique and particle image velocimetry (PIV). It was possible to verify that the transport of the aggregates formed after the flocculation step is due to the action of the inertial movement of the fluid and differentiated sedimentation, in a proportion that varies over time. The inertial movement is predominant in the influence of the formation of aggregates from the moment when mechanical agitation is stopped (Gf of 20 s-1) until 5.5 ± 0.5 minutes, when the aggregates are predominantly modified by differential sedimentation. Through the analysis of the aggregates, two moments of growth in their length were observed. The first occured up to the two first minutes, and the other between four and six minutes, when the transition between mechanisms is likely to happen.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Universidade Estadual Paulista “Júlio de Mesquita Filho”, SPUniversidade Federal de Uberlândia, MGUniversidade Estadual Paulista “Júlio de Mesquita Filho”, SPCNPq: 301210/2018-7Universidade Estadual Paulista (UNESP)Universidade Federal de Uberlândia (UFU)Moruzzi, Rodrigo Braga [UNESP]Gonçalves, Joice [UNESP]Speranza, Lais Galileu [UNESP]de Oliveira, André Luiz2023-03-02T11:27:19Z2023-03-02T11:27:19Z2022-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article723-729http://dx.doi.org/10.1590/S1413-415220200291Engenharia Sanitaria e Ambiental, v. 27, n. 4, p. 723-729, 2022.1413-4152http://hdl.handle.net/11449/24217610.1590/S1413-4152202002912-s2.0-85136291430Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporEngenharia Sanitaria e Ambientalinfo:eu-repo/semantics/openAccess2023-03-02T11:27:20Zoai:repositorio.unesp.br:11449/242176Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462023-03-02T11:27:20Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
Influência da ação combinada do transporte inercial e da sedimentação diferencial nos agregados após cessada a floculação mecanizada
title Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
spellingShingle Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
Moruzzi, Rodrigo Braga [UNESP]
aggregate
flocculation
gradient of velocity
particle image velocimetry
particle size distribution
title_short Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
title_full Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
title_fullStr Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
title_full_unstemmed Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
title_sort Combined effect of inertial and differential transport on aggregates after ceased mechanized flocculation
author Moruzzi, Rodrigo Braga [UNESP]
author_facet Moruzzi, Rodrigo Braga [UNESP]
Gonçalves, Joice [UNESP]
Speranza, Lais Galileu [UNESP]
de Oliveira, André Luiz
author_role author
author2 Gonçalves, Joice [UNESP]
Speranza, Lais Galileu [UNESP]
de Oliveira, André Luiz
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (UNESP)
Universidade Federal de Uberlândia (UFU)
dc.contributor.author.fl_str_mv Moruzzi, Rodrigo Braga [UNESP]
Gonçalves, Joice [UNESP]
Speranza, Lais Galileu [UNESP]
de Oliveira, André Luiz
dc.subject.por.fl_str_mv aggregate
flocculation
gradient of velocity
particle image velocimetry
particle size distribution
topic aggregate
flocculation
gradient of velocity
particle image velocimetry
particle size distribution
description The velocity gradient can be controlled for aggregates formation during mechanized flocculation, so that aggregates can be subsequently removed in solid/liquid separation units, providing operational flexibility to the system. Batch assays help in finding the optimal coagulation and flocculation conditions, making possible to change gradient velocities and hydraulic detention time. Nevertheless, the secondary effects as result of inertial and differential sedimentation transport over aggregates after mechanized flocculation are not well known. Therefore, this paper aimed to present the combined effect of inertial and differential transport over aggregates, using nonintrusive image technique and particle image velocimetry (PIV). It was possible to verify that the transport of the aggregates formed after the flocculation step is due to the action of the inertial movement of the fluid and differentiated sedimentation, in a proportion that varies over time. The inertial movement is predominant in the influence of the formation of aggregates from the moment when mechanical agitation is stopped (Gf of 20 s-1) until 5.5 ± 0.5 minutes, when the aggregates are predominantly modified by differential sedimentation. Through the analysis of the aggregates, two moments of growth in their length were observed. The first occured up to the two first minutes, and the other between four and six minutes, when the transition between mechanisms is likely to happen.
publishDate 2022
dc.date.none.fl_str_mv 2022-01-01
2023-03-02T11:27:19Z
2023-03-02T11:27:19Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1590/S1413-415220200291
Engenharia Sanitaria e Ambiental, v. 27, n. 4, p. 723-729, 2022.
1413-4152
http://hdl.handle.net/11449/242176
10.1590/S1413-415220200291
2-s2.0-85136291430
url http://dx.doi.org/10.1590/S1413-415220200291
http://hdl.handle.net/11449/242176
identifier_str_mv Engenharia Sanitaria e Ambiental, v. 27, n. 4, p. 723-729, 2022.
1413-4152
10.1590/S1413-415220200291
2-s2.0-85136291430
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv Engenharia Sanitaria e Ambiental
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 723-729
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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