Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum

Detalhes bibliográficos
Autor(a) principal: Seneda, Roberta Mitani [UNESP]
Data de Publicação: 2021
Outros Autores: Garcia, Geane Fagundes [UNESP], Reis, Adriano Goncalves dos [UNESP]
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1413-415220190297
http://hdl.handle.net/11449/209390
Resumo: Aluminum sulfate (AS) is widely used as a coagulant in conventional drinking water treatment facilities. Alternative coagulants are commercially available, including polyaluminium chloride (PAC). However, comparative studies between AS and PAC with high (PAC-AB) and low (PAC-BB) basicity regarding flocculation kinetics are still scarce. In this sense, the aim of this work is to compare the use of PAC-BB, PAC-AB, and AS via coagulation, flocculation, and sedimentation as well as to evaluate the effect on electrical conductivity, sludge formation, alkalinity, pH, and turbidity removal based on flocculation kinetic and floc morphology. The results indicated that the increase in electrical conductivity was 8.1% and the sludge formation was 30.6 mg.L-1, and that there was no significant difference between coagulants. PAC-AB presented the lowest alkalinity consumption and, consequently, the lowest pH reduction. Turbidity removal was statistically equal between PAC-BB (91.8 +/- 3.7%) and PAC-AB (91.5 +/- 1.1%), but higher than in AS (82.2 +/- 6.4%). This difference is accentuated with the increase in critical settling velocity. The floc aggregation constant (K-A) is statistically equal among the coagulants, and the better turbidity removal performance of the PACs in relation to the AS is due to the lower floc breaking constant (K-B) and may, therefore, infer that the flocs formed with PAC-AB and PAC-BB are stronger than those formed with SA.
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spelling Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alumcoagulation-flocculation-sedimentationpolyaluminium chloridesweepflocAluminum sulfate (AS) is widely used as a coagulant in conventional drinking water treatment facilities. Alternative coagulants are commercially available, including polyaluminium chloride (PAC). However, comparative studies between AS and PAC with high (PAC-AB) and low (PAC-BB) basicity regarding flocculation kinetics are still scarce. In this sense, the aim of this work is to compare the use of PAC-BB, PAC-AB, and AS via coagulation, flocculation, and sedimentation as well as to evaluate the effect on electrical conductivity, sludge formation, alkalinity, pH, and turbidity removal based on flocculation kinetic and floc morphology. The results indicated that the increase in electrical conductivity was 8.1% and the sludge formation was 30.6 mg.L-1, and that there was no significant difference between coagulants. PAC-AB presented the lowest alkalinity consumption and, consequently, the lowest pH reduction. Turbidity removal was statistically equal between PAC-BB (91.8 +/- 3.7%) and PAC-AB (91.5 +/- 1.1%), but higher than in AS (82.2 +/- 6.4%). This difference is accentuated with the increase in critical settling velocity. The floc aggregation constant (K-A) is statistically equal among the coagulants, and the better turbidity removal performance of the PACs in relation to the AS is due to the lower floc breaking constant (K-B) and may, therefore, infer that the flocs formed with PAC-AB and PAC-BB are stronger than those formed with SA.Univ Estadual Paulista, Inst Ciencia Tecnol, Sao Jose Dos Campos, SP, BrazilUniv Estadual Paulista, Inst Ciencia Tecnol, Sao Jose Dos Campos, SP, BrazilAssoc Brasileira Engenharia Sanitaria AmbientalUniversidade Estadual Paulista (Unesp)Seneda, Roberta Mitani [UNESP]Garcia, Geane Fagundes [UNESP]Reis, Adriano Goncalves dos [UNESP]2021-06-25T12:16:41Z2021-06-25T12:16:41Z2021-03-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article283-290http://dx.doi.org/10.1590/S1413-415220190297Engenharia Sanitaria E Ambiental. Rio De Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 26, n. 2, p. 283-290, 2021.1413-4152http://hdl.handle.net/11449/20939010.1590/S1413-415220190297WOS:000651630200010Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporEngenharia Sanitaria E Ambientalinfo:eu-repo/semantics/openAccess2021-10-23T19:28:10Zoai:repositorio.unesp.br:11449/209390Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:24:32.637347Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
title Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
spellingShingle Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
Seneda, Roberta Mitani [UNESP]
coagulation-flocculation-sedimentation
polyaluminium chloride
sweep
floc
title_short Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
title_full Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
title_fullStr Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
title_full_unstemmed Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
title_sort Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
author Seneda, Roberta Mitani [UNESP]
author_facet Seneda, Roberta Mitani [UNESP]
Garcia, Geane Fagundes [UNESP]
Reis, Adriano Goncalves dos [UNESP]
author_role author
author2 Garcia, Geane Fagundes [UNESP]
Reis, Adriano Goncalves dos [UNESP]
author2_role author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Seneda, Roberta Mitani [UNESP]
Garcia, Geane Fagundes [UNESP]
Reis, Adriano Goncalves dos [UNESP]
dc.subject.por.fl_str_mv coagulation-flocculation-sedimentation
polyaluminium chloride
sweep
floc
topic coagulation-flocculation-sedimentation
polyaluminium chloride
sweep
floc
description Aluminum sulfate (AS) is widely used as a coagulant in conventional drinking water treatment facilities. Alternative coagulants are commercially available, including polyaluminium chloride (PAC). However, comparative studies between AS and PAC with high (PAC-AB) and low (PAC-BB) basicity regarding flocculation kinetics are still scarce. In this sense, the aim of this work is to compare the use of PAC-BB, PAC-AB, and AS via coagulation, flocculation, and sedimentation as well as to evaluate the effect on electrical conductivity, sludge formation, alkalinity, pH, and turbidity removal based on flocculation kinetic and floc morphology. The results indicated that the increase in electrical conductivity was 8.1% and the sludge formation was 30.6 mg.L-1, and that there was no significant difference between coagulants. PAC-AB presented the lowest alkalinity consumption and, consequently, the lowest pH reduction. Turbidity removal was statistically equal between PAC-BB (91.8 +/- 3.7%) and PAC-AB (91.5 +/- 1.1%), but higher than in AS (82.2 +/- 6.4%). This difference is accentuated with the increase in critical settling velocity. The floc aggregation constant (K-A) is statistically equal among the coagulants, and the better turbidity removal performance of the PACs in relation to the AS is due to the lower floc breaking constant (K-B) and may, therefore, infer that the flocs formed with PAC-AB and PAC-BB are stronger than those formed with SA.
publishDate 2021
dc.date.none.fl_str_mv 2021-06-25T12:16:41Z
2021-06-25T12:16:41Z
2021-03-01
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/S1413-415220190297
Engenharia Sanitaria E Ambiental. Rio De Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 26, n. 2, p. 283-290, 2021.
1413-4152
http://hdl.handle.net/11449/209390
10.1590/S1413-415220190297
WOS:000651630200010
url http://dx.doi.org/10.1590/S1413-415220190297
http://hdl.handle.net/11449/209390
identifier_str_mv Engenharia Sanitaria E Ambiental. Rio De Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 26, n. 2, p. 283-290, 2021.
1413-4152
10.1590/S1413-415220190297
WOS:000651630200010
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 283-290
dc.publisher.none.fl_str_mv Assoc Brasileira Engenharia Sanitaria Ambiental
publisher.none.fl_str_mv Assoc Brasileira Engenharia Sanitaria Ambiental
dc.source.none.fl_str_mv Web of Science
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
_version_ 1808129424198991872