Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites

Detalhes bibliográficos
Autor(a) principal: Esquerre, Karla Patrícia Santos Oliveira Rodríguez
Data de Publicação: 2011
Outros Autores: Kiperstok, Asher, Mattos, Mario Cezar, Cohim, Eduardo, Kalid, Ricardo de Araújo, Sales, Emerson Andrade, Pires, Victor Matta
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFBA
Texto Completo: http://www.repositorio.ufba.br/ri/handle/ri/5241
Resumo: p.316–324
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spelling Esquerre, Karla Patrícia Santos Oliveira RodríguezKiperstok, AsherMattos, Mario CezarCohim, EduardoKalid, Ricardo de AraújoSales, Emerson AndradePires, Victor MattaEsquerre, Karla Patrícia Santos Oliveira RodríguezKiperstok, AsherMattos, Mario CezarCohim, EduardoKalid, Ricardo de AraújoSales, Emerson AndradePires, Victor Matta2012-01-24T12:41:39Z2012-01-24T12:41:39Z20110921-3449http://www.repositorio.ufba.br/ri/handle/ri/5241v. 55p.316–324A methodology for water use minimization has been developed by the Clean Technology Network of Bahia over a 10 year period in joint cooperative programs with the chemical, petrochemical and copper metallurgy industries located in the largest Industrial Complex in Latin America, in Camac¸ ari, Bahia, Brazil. The methodology comprises a set of tools including reconciled aqueous stream balances, database of aqueous streams; large scale training leading to the identification of water minimization alternatives in the processes, water reuse optimization approaches; geographical information systems as well as, consideration of the region’s hydro and hydro-geological characteristics. The results of a study carried out to assess the possibility of using storm and wastewaters for industrial use is presented in this paper. The inorganic system is composed by three water reservoirs (basins) receiving stormwater contaminated with inorganic effluents, and occasionally with organics. These basins have been operated to control water flow inputs according to the capacity of the pumping outlet systems before their discharge to a submarine outfall. A mass balance was performed with historical updated data to assess water availability from the basins based on the daily volume variation and flow rate of inorganic effluent from 2001 to 2007. The study identified the possibility of recovering about 1140m3/h of the overall 5400m3/h consumed by the Industrial Complex at the moment. Organizational changes in the present effluent disposal and stormwater harvest systems will be required in order to maximize water recovery for industrial use.Submitted by Ana Valéria de Jesus Moura (anavaleria_131@hotmail.com) on 2012-01-24T12:41:39Z No. of bitstreams: 1 S092134491000220X-main.pdf: 1052154 bytes, checksum: 9849ac63571b03ccb500acf6a151b738 (MD5)Made available in DSpace on 2012-01-24T12:41:39Z (GMT). No. of bitstreams: 1 S092134491000220X-main.pdf: 1052154 bytes, checksum: 9849ac63571b03ccb500acf6a151b738 (MD5) Previous issue date: 2011Cleaner productionWater assessmentAttenuation reservoirCamaçari Industrial ComplexTaking advantage of storm and waste water retention basins as part of water use minimization in industrial sitesResources, Conservation and Recyclinginfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleengreponame:Repositório Institucional da UFBAinstname:Universidade Federal da Bahia (UFBA)instacron:UFBAinfo:eu-repo/semantics/openAccessORIGINALS092134491000220X-main.pdfS092134491000220X-main.pdfapplication/pdf1052154https://repositorio.ufba.br/bitstream/ri/5241/1/S092134491000220X-main.pdf9849ac63571b03ccb500acf6a151b738MD51LICENSElicense.txtlicense.txttext/plain1762https://repositorio.ufba.br/bitstream/ri/5241/2/license.txt1b89a9a0548218172d7c829f87a0eab9MD52TEXTS092134491000220X-main.pdf.txtS092134491000220X-main.pdf.txtExtracted texttext/plain45687https://repositorio.ufba.br/bitstream/ri/5241/3/S092134491000220X-main.pdf.txt7b93dc304b2804cfeec0f412a4398feaMD53ri/52412022-07-05 14:03:50.556oai:repositorio.ufba.br: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Repositório InstitucionalPUBhttp://192.188.11.11:8080/oai/requestopendoar:19322022-07-05T17:03:50Repositório Institucional da UFBA - Universidade Federal da Bahia (UFBA)false
dc.title.pt_BR.fl_str_mv Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
dc.title.alternative.pt_BR.fl_str_mv Resources, Conservation and Recycling
title Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
spellingShingle Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
Esquerre, Karla Patrícia Santos Oliveira Rodríguez
Cleaner production
Water assessment
Attenuation reservoir
Camaçari Industrial Complex
title_short Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
title_full Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
title_fullStr Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
title_full_unstemmed Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
title_sort Taking advantage of storm and waste water retention basins as part of water use minimization in industrial sites
author Esquerre, Karla Patrícia Santos Oliveira Rodríguez
author_facet Esquerre, Karla Patrícia Santos Oliveira Rodríguez
Kiperstok, Asher
Mattos, Mario Cezar
Cohim, Eduardo
Kalid, Ricardo de Araújo
Sales, Emerson Andrade
Pires, Victor Matta
author_role author
author2 Kiperstok, Asher
Mattos, Mario Cezar
Cohim, Eduardo
Kalid, Ricardo de Araújo
Sales, Emerson Andrade
Pires, Victor Matta
author2_role author
author
author
author
author
author
dc.contributor.author.fl_str_mv Esquerre, Karla Patrícia Santos Oliveira Rodríguez
Kiperstok, Asher
Mattos, Mario Cezar
Cohim, Eduardo
Kalid, Ricardo de Araújo
Sales, Emerson Andrade
Pires, Victor Matta
Esquerre, Karla Patrícia Santos Oliveira Rodríguez
Kiperstok, Asher
Mattos, Mario Cezar
Cohim, Eduardo
Kalid, Ricardo de Araújo
Sales, Emerson Andrade
Pires, Victor Matta
dc.subject.por.fl_str_mv Cleaner production
Water assessment
Attenuation reservoir
Camaçari Industrial Complex
topic Cleaner production
Water assessment
Attenuation reservoir
Camaçari Industrial Complex
description p.316–324
publishDate 2011
dc.date.issued.fl_str_mv 2011
dc.date.accessioned.fl_str_mv 2012-01-24T12:41:39Z
dc.date.available.fl_str_mv 2012-01-24T12:41:39Z
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://www.repositorio.ufba.br/ri/handle/ri/5241
dc.identifier.issn.none.fl_str_mv 0921-3449
dc.identifier.number.pt_BR.fl_str_mv v. 55
identifier_str_mv 0921-3449
v. 55
url http://www.repositorio.ufba.br/ri/handle/ri/5241
dc.language.iso.fl_str_mv eng
language eng
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.source.none.fl_str_mv reponame:Repositório Institucional da UFBA
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reponame_str Repositório Institucional da UFBA
collection Repositório Institucional da UFBA
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