Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1590/S1413-4152202020180005 http://hdl.handle.net/11449/209010 |
Resumo: | Polyaluminium chloride (PAC) is a pre-hydrolyzed inorganic polymeric coagulant that is being used widely in the treatment of water supply and wastewater by forming a hard and heavy Al(OH)(3)* precipitate, in addition to having a smaller effect on pH. The literature, however, is still scarce in correlating the chemistry and physics of the coagulant with process optimizations. The objective of this paper is to use PAC in studies of water supply treatability through coagulation, flocculation, and sedimentation. For this purpose, a mathematical modeling was initially performed to adjust turbidity and pH, and then remaining turbidity and apparent color coagulation diagrams were constructed with a pH of 4.0 to 9.0 and a dosage of 10 to 120 mg.L-1 of PAC (0.6 to 6.9 mg.L--(1) of Al3+). Different gradients of velocity and mixing times for coagulation and flocculation were also studied. The coagulation diagrams indicated satisfactory results in the pH range between 7 and 9 with a dosage higher than 30 mg.L of PAC (1.7 mg.L--(1) of Al3+), and it is related to the minimum solubility of Al(OH)(3)*. Coagulation and flocculation optimizations achieved an improvement of up to 79% in the remaining turbidity, a reduction of up to 83% in the settler area or a reduction of up to 67% in PAC dosage, due to an increase in the size of the floc produced. An in-depth knowledge of the chemistry and physics of the process related to the use of PAC can, therefore, bring benefits to its use. |
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Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentationcoagulation diagrampolyaluminium chloridePACprocess optimizationPolyaluminium chloride (PAC) is a pre-hydrolyzed inorganic polymeric coagulant that is being used widely in the treatment of water supply and wastewater by forming a hard and heavy Al(OH)(3)* precipitate, in addition to having a smaller effect on pH. The literature, however, is still scarce in correlating the chemistry and physics of the coagulant with process optimizations. The objective of this paper is to use PAC in studies of water supply treatability through coagulation, flocculation, and sedimentation. For this purpose, a mathematical modeling was initially performed to adjust turbidity and pH, and then remaining turbidity and apparent color coagulation diagrams were constructed with a pH of 4.0 to 9.0 and a dosage of 10 to 120 mg.L-1 of PAC (0.6 to 6.9 mg.L--(1) of Al3+). Different gradients of velocity and mixing times for coagulation and flocculation were also studied. The coagulation diagrams indicated satisfactory results in the pH range between 7 and 9 with a dosage higher than 30 mg.L of PAC (1.7 mg.L--(1) of Al3+), and it is related to the minimum solubility of Al(OH)(3)*. Coagulation and flocculation optimizations achieved an improvement of up to 79% in the remaining turbidity, a reduction of up to 83% in the settler area or a reduction of up to 67% in PAC dosage, due to an increase in the size of the floc produced. An in-depth knowledge of the chemistry and physics of the process related to the use of PAC can, therefore, bring benefits to its use.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)Kamiwada, Wagner Yukio [UNESP]Andrade, Priscila Vega [UNESP]Reis, Adriano Goncalves dos [UNESP]2021-06-25T11:45:50Z2021-06-25T11:45:50Z2020-09-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article667-676application/pdfhttp://dx.doi.org/10.1590/S1413-4152202020180005Engenharia Sanitaria E Ambiental. Rio De Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 25, n. 5, p. 667-676, 2020.1413-4152http://hdl.handle.net/11449/20901010.1590/S1413-4152202020180005S1413-41522020000500667WOS:000599289500003S1413-41522020000500667.pdfWeb of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporEngenharia Sanitaria E Ambientalinfo:eu-repo/semantics/openAccess2023-10-20T06:04:32Zoai:repositorio.unesp.br:11449/209010Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T15:24:07.721050Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation |
title |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation |
spellingShingle |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation Kamiwada, Wagner Yukio [UNESP] coagulation diagram polyaluminium chloride PAC process optimization |
title_short |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation |
title_full |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation |
title_fullStr |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation |
title_full_unstemmed |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation |
title_sort |
Use of polyaluminium chloride in studies of water supply treatability through coagulation, flocculation, and sedimentation |
author |
Kamiwada, Wagner Yukio [UNESP] |
author_facet |
Kamiwada, Wagner Yukio [UNESP] Andrade, Priscila Vega [UNESP] Reis, Adriano Goncalves dos [UNESP] |
author_role |
author |
author2 |
Andrade, Priscila Vega [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 |
Kamiwada, Wagner Yukio [UNESP] Andrade, Priscila Vega [UNESP] Reis, Adriano Goncalves dos [UNESP] |
dc.subject.por.fl_str_mv |
coagulation diagram polyaluminium chloride PAC process optimization |
topic |
coagulation diagram polyaluminium chloride PAC process optimization |
description |
Polyaluminium chloride (PAC) is a pre-hydrolyzed inorganic polymeric coagulant that is being used widely in the treatment of water supply and wastewater by forming a hard and heavy Al(OH)(3)* precipitate, in addition to having a smaller effect on pH. The literature, however, is still scarce in correlating the chemistry and physics of the coagulant with process optimizations. The objective of this paper is to use PAC in studies of water supply treatability through coagulation, flocculation, and sedimentation. For this purpose, a mathematical modeling was initially performed to adjust turbidity and pH, and then remaining turbidity and apparent color coagulation diagrams were constructed with a pH of 4.0 to 9.0 and a dosage of 10 to 120 mg.L-1 of PAC (0.6 to 6.9 mg.L--(1) of Al3+). Different gradients of velocity and mixing times for coagulation and flocculation were also studied. The coagulation diagrams indicated satisfactory results in the pH range between 7 and 9 with a dosage higher than 30 mg.L of PAC (1.7 mg.L--(1) of Al3+), and it is related to the minimum solubility of Al(OH)(3)*. Coagulation and flocculation optimizations achieved an improvement of up to 79% in the remaining turbidity, a reduction of up to 83% in the settler area or a reduction of up to 67% in PAC dosage, due to an increase in the size of the floc produced. An in-depth knowledge of the chemistry and physics of the process related to the use of PAC can, therefore, bring benefits to its use. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-09-01 2021-06-25T11:45:50Z 2021-06-25T11:45:50Z |
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/S1413-4152202020180005 Engenharia Sanitaria E Ambiental. Rio De Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 25, n. 5, p. 667-676, 2020. 1413-4152 http://hdl.handle.net/11449/209010 10.1590/S1413-4152202020180005 S1413-41522020000500667 WOS:000599289500003 S1413-41522020000500667.pdf |
url |
http://dx.doi.org/10.1590/S1413-4152202020180005 http://hdl.handle.net/11449/209010 |
identifier_str_mv |
Engenharia Sanitaria E Ambiental. Rio De Janeiro: Assoc Brasileira Engenharia Sanitaria Ambiental, v. 25, n. 5, p. 667-676, 2020. 1413-4152 10.1590/S1413-4152202020180005 S1413-41522020000500667 WOS:000599289500003 S1413-41522020000500667.pdf |
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 |
667-676 application/pdf |
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 |
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1808128509484204032 |