Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS
Population care by water supply networks has evolved in the world but it is still not a reality for the entire population. In the existing systems, almost 40% of the volume of water available does not reach the user. An important variable that influences water losses in the system is the pressure. I...
| Authors: | , , , |
|---|---|
| Format: | article |
| Status: | Published version |
| Publication Date: | 2024 |
| Country: | México |
| Institution: | UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO |
| Repository: | Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica |
| Language: | English |
| OAI Identifier: | oai:ojs.pkp.sfu.ca:article/84270 |
| Online Access: | https://revistas.unam.mx/index.php/aidis/article/view/84270 |
| Access Level: | Open access |
| Keyword: | Water supply network water losses pressure water supply network |
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Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS |
| title |
Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS |
| spellingShingle |
Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS Martins, Matheus Rodrigues Water supply network water losses pressure water supply network water losses pressure water supply network water losses pressure |
| title_short |
Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS |
| title_full |
Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS |
| title_fullStr |
Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS |
| title_full_unstemmed |
Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS |
| title_sort |
Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RS |
| dc.creator.none.fl_str_mv |
Martins, Matheus Rodrigues Bayer, Debora Missio Conte, Luiza Chiarelli Bertazzo , Luiz Antonio de Brito |
| author |
Martins, Matheus Rodrigues |
| author_facet |
Martins, Matheus Rodrigues Bayer, Debora Missio Conte, Luiza Chiarelli Bertazzo , Luiz Antonio de Brito |
| author_role |
author |
| author2 |
Bayer, Debora Missio Conte, Luiza Chiarelli Bertazzo , Luiz Antonio de Brito |
| author2_role |
author author author |
| dc.subject.none.fl_str_mv |
Water supply network water losses pressure water supply network water losses pressure water supply network water losses pressure |
| topic |
Water supply network water losses pressure water supply network water losses pressure water supply network water losses pressure |
| description |
Population care by water supply networks has evolved in the world but it is still not a reality for the entire population. In the existing systems, almost 40% of the volume of water available does not reach the user. An important variable that influences water losses in the system is the pressure. In this work, part of the water distribution system in the Brazilian city of So Gabriel, in the state of Rio Grande do Sul (RS), was evaluated through hydraulic simulation using [public domain, water distribution system modeling software package developed by the United States Environmental Protection Agencys (EPA) Water Supply and Water Resources Division] EPANET in three different scenarios: maximum, minimum and sustainable water consumption. In the simulations, the pressures and speeds in the distribution system were analyzed, which allowed the proposition of interventions such as: installation of accessories (pump and pressure reducing valves), reducing diameters of some pipe sections, alteration of the operating regime of already existing pumps, system sectorization and estimates of loss reduction resulting from these interventions. |
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2024 |
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2024-04-06 |
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info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Artículos evaluados por pares Artículos evaluados por pares Artículos evaluados por pares |
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article |
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publishedVersion |
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https://revistas.unam.mx/index.php/aidis/article/view/84270 10.22201/iingen.0718378xe.2024.17.1.84270 |
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https://revistas.unam.mx/index.php/aidis/article/view/84270 |
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10.22201/iingen.0718378xe.2024.17.1.84270 |
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eng |
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eng |
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https://revistas.unam.mx/index.php/aidis/article/view/84270/77316 |
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Derechos de autor 2024 Universidad Nacional Autónoma de México https://creativecommons.org/licenses/by-nc-nd/4.0 info:eu-repo/semantics/openAccess |
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Derechos de autor 2024 Universidad Nacional Autónoma de México https://creativecommons.org/licenses/by-nc-nd/4.0 |
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openAccess |
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application/pdf |
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AIDIS / Instituto de Ingeniería, Universidad Nacional Autónoma de México |
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AIDIS / Instituto de Ingeniería, Universidad Nacional Autónoma de México |
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Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 17 No. 1 (2024); 81-93 Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 17 No. 1 (2024); 81-93 Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 17 No. 1 (2024); 81-93 0718-378X 10.22201/iingen.0718378xe.2024.17.1 reponame:Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica instname:UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO instacron:UNAM |
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UNAM |
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UNAM |
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Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica |
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Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y práctica |
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Use of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RSUse of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RSUse of hydraulic simulation as a tool in decision making in water supply network: a case study in the Brazilian city of São Gabriel, RSMartins, Matheus Rodrigues Bayer, Debora Missio Conte, Luiza Chiarelli Bertazzo , Luiz Antonio de Brito Water supply networkwater lossespressurewater supply networkwater lossespressurewater supply networkwater lossespressurePopulation care by water supply networks has evolved in the world but it is still not a reality for the entire population. In the existing systems, almost 40% of the volume of water available does not reach the user. An important variable that influences water losses in the system is the pressure. In this work, part of the water distribution system in the Brazilian city of So Gabriel, in the state of Rio Grande do Sul (RS), was evaluated through hydraulic simulation using [public domain, water distribution system modeling software package developed by the United States Environmental Protection Agencys (EPA) Water Supply and Water Resources Division] EPANET in three different scenarios: maximum, minimum and sustainable water consumption. In the simulations, the pressures and speeds in the distribution system were analyzed, which allowed the proposition of interventions such as: installation of accessories (pump and pressure reducing valves), reducing diameters of some pipe sections, alteration of the operating regime of already existing pumps, system sectorization and estimates of loss reduction resulting from these interventions.Population care by water supply networks has evolved in the world but it is still not a reality for the entire population. In the existing systems, almost 40% of the volume of water available does not reach the user. An important variable that influences water losses in the system is the pressure. In this work, part of the water distribution system in the Brazilian city of So Gabriel, in the state of Rio Grande do Sul (RS), was evaluated through hydraulic simulation using [public domain, water distribution system modeling software package developed by the United States Environmental Protection Agencys (EPA) Water Supply and Water Resources Division] EPANET in three different scenarios: maximum, minimum and sustainable water consumption. In the simulations, the pressures and speeds in the distribution system were analyzed, which allowed the proposition of interventions such as: installation of accessories (pump and pressure reducing valves), reducing diameters of some pipe sections, alteration of the operating regime of already existing pumps, system sectorization and estimates of loss reduction resulting from these interventions.Population care by water supply networks has evolved in the world but it is still not a reality for the entire population. In the existing systems, almost 40% of the volume of water available does not reach the user. An important variable that influences water losses in the system is the pressure. In this work, part of the water distribution system in the Brazilian city of So Gabriel, in the state of Rio Grande do Sul (RS), was evaluated through hydraulic simulation using [public domain, water distribution system modeling software package developed by the United States Environmental Protection Agencys (EPA) Water Supply and Water Resources Division] EPANET in three different scenarios: maximum, minimum and sustainable water consumption. In the simulations, the pressures and speeds in the distribution system were analyzed, which allowed the proposition of interventions such as: installation of accessories (pump and pressure reducing valves), reducing diameters of some pipe sections, alteration of the operating regime of already existing pumps, system sectorization and estimates of loss reduction resulting from these interventions.AIDIS / Instituto de Ingeniería, Universidad Nacional Autónoma de México2024-04-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículos evaluados por paresArtículos evaluados por paresArtículos evaluados por paresapplication/pdfhttps://revistas.unam.mx/index.php/aidis/article/view/8427010.22201/iingen.0718378xe.2024.17.1.84270Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 17 No. 1 (2024); 81-93Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 17 No. 1 (2024); 81-93Revista AIDIS de ingeniería y ciencias ambientales: Investigación, desarrollo y práctica; Vol. 17 No. 1 (2024); 81-930718-378X10.22201/iingen.0718378xe.2024.17.1reponame:Revista AIDIS de Ingeniería y Ciencias Ambientales: investigación, desarrollo y prácticainstname:UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICOinstacron:UNAMenghttps://revistas.unam.mx/index.php/aidis/article/view/84270/77316Derechos de autor 2024 Universidad Nacional Autónoma de Méxicohttps://creativecommons.org/licenses/by-nc-nd/4.0info:eu-repo/semantics/openAccessoai:ojs.pkp.sfu.ca:article/842702024-08-16T18:32:55Z |
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15.811543 |