Flocculation kinetics: a comparative study on the use of polyaluminium chloride with high and low basicity and alum
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , |
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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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 |