Estudo de metodologias para determinar perdas físicas em redes de distribuição de água

Detalhes bibliográficos
Autor(a) principal: Viegas, José Vilmar
Data de Publicação: 2003
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Manancial - Repositório Digital da UFSM
dARK ID: ark:/26339/001300000f5pm
Texto Completo: http://repositorio.ufsm.br/handle/1/27114
Resumo: This study presents an evaluation and comparison of the most important methodologies to estimate water losses of a sector of supply through its components, in specially, the physical losses. By revision of the literature it was tried to demonstrate the theoretical foundations of the several available methods for the resolution of these estimates that become very important in projects of operational improvement of a system. It is stood out, in this study, the EPANET model, a hydraulic modelling developed to simulate leaks and demand flows of a sector of water distribution starting from parameters characteristic of the sector. This model was selected for the verification of its appliability condition and for comparison with the empiric method “FND-Factor Night-Day”. The revision of the literature shows that the night minimum flow is adopted universally to generate the parameters that relate flow x pressure and the determination of physical losses. The development of this study used the night minimum flow to estimate the exponent N, the coefficient of discharge CD and the night losses physics through methodologies related in the literature. The exponent N, that relates leakage flow and pressure was estimated applying a quite simple method but that is based in the most modern concepts (FAVAD - Fixed and Variable Area Discharge Paths). The data collected in field allow the determination of the exponent characteristic of the sector that is used in all the presented methodologies. It is, also, stood out, the ease and the accuracy of FND - Factor Night-Day's application method that estimates daily physical losses starting from the night leakage flows and of the hourly factor. The results of the application of these models, hydraulic and empiric simulation, in the same base of data, space and in the time assured confidence in the aplication of each method. It was concluded, then, that the EPANET modelling presented good performance in the estimate of leakage and demands flow and its results are in conformity with presented for the FND-Factor Night-Day method and the annual “Water Balance” indicating to be an important tool for the taking of decision about the actions destined to the combat of the water losses of the which stand out the control of active leakage and the unauthorized consumption .
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spelling Estudo de metodologias para determinar perdas físicas em redes de distribuição de águaStudy of methodology to determine physical losses of water in nets of distribution of waterEngenharia sanitáriaEngenharia hidráulicaSaneamentoRedes de distribuiçãoAbastecimento de águaCNPQ::ENGENHARIAS::ENGENHARIA CIVILThis study presents an evaluation and comparison of the most important methodologies to estimate water losses of a sector of supply through its components, in specially, the physical losses. By revision of the literature it was tried to demonstrate the theoretical foundations of the several available methods for the resolution of these estimates that become very important in projects of operational improvement of a system. It is stood out, in this study, the EPANET model, a hydraulic modelling developed to simulate leaks and demand flows of a sector of water distribution starting from parameters characteristic of the sector. This model was selected for the verification of its appliability condition and for comparison with the empiric method “FND-Factor Night-Day”. The revision of the literature shows that the night minimum flow is adopted universally to generate the parameters that relate flow x pressure and the determination of physical losses. The development of this study used the night minimum flow to estimate the exponent N, the coefficient of discharge CD and the night losses physics through methodologies related in the literature. The exponent N, that relates leakage flow and pressure was estimated applying a quite simple method but that is based in the most modern concepts (FAVAD - Fixed and Variable Area Discharge Paths). The data collected in field allow the determination of the exponent characteristic of the sector that is used in all the presented methodologies. It is, also, stood out, the ease and the accuracy of FND - Factor Night-Day's application method that estimates daily physical losses starting from the night leakage flows and of the hourly factor. The results of the application of these models, hydraulic and empiric simulation, in the same base of data, space and in the time assured confidence in the aplication of each method. It was concluded, then, that the EPANET modelling presented good performance in the estimate of leakage and demands flow and its results are in conformity with presented for the FND-Factor Night-Day method and the annual “Water Balance” indicating to be an important tool for the taking of decision about the actions destined to the combat of the water losses of the which stand out the control of active leakage and the unauthorized consumption .Este estudo apresenta uma avaliação e comparação das mais importantes metodologias para estimar perdas de água de um setor de abastecimento através das suas componentes, de maneira especial, as perdas físicas. Por meio da revisão da literatura, procurou-se demonstrar os fundamentos teóricos dos vários métodos disponíveis para a resolução destas estimativas que tornam-se muito importante em projetos de melhoria operacional de um sistema. Ressalta-se, neste estudo, o modelo EPANET, um modelador hidráulico desenvolvido para simular vazões de vazamentos e de demanda de um setor de distribuição de água a partir de parâmetros característicos do setor. Este modelo foi selecionado para a verificação da sua condição de aplicabilidade e para comparação com o método empírico FND-Fator Noite-Dia. A revisão da literatura mostra que a vazão mínima noturna é adotada universalmente para gerar os parâmetros que relacionam vazão x pressão e a determinação de perdas físicas. Neste estudo utilizou a vazão mínima noturna para estimar o expoente N, o coeficiente de descarga CD e as perdas físicas noturnas através de metodologias referenciadas na literatura. O expoente N, que relaciona vazão de vazamento e pressão foi estimado aplicando-se um método bastante simples mas que fundamenta-se nos conceitos mais modernos (FAVAD). Os dados coletados em campo permitiram a determinação do expoente característico do setor que foi usado em todas as metodologias apresentadas. Ressalta-se, também, a facilidade e a precisão da aplicação do método FND-Fator Noite-Dia que estima perdas físicas diárias a partir das vazões noturnas de vazamentos e do fator horário. Os resultados da aplicação destes modelos, simuladores hidráulico e empíricos, na mesma base de dados, espaço e no tempo garantem segurança na aplicabilidade de cada método. Concluiu-se, então, que o modelo EPANET apresentou boa performance na estimativa de vazão de vazamentos e de demandas e seus resultados estão em conformidade com os obtidos pelo método FND-Fator Noite-Dia e pelo Balanço Anual de Água, indicando ser uma ferramenta importante para a tomada de decisão sobre as ações destinadas ao combate de perdas de água, das quais destacam-se o controle de vazamentos ativos e dos usos não autorizados.Universidade Federal de Santa MariaBrasilEngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilCentro de TecnologiaGastaldini, Maria do Carmo Caudurohttp://lattes.cnpq.br/6431778147607083Paiva, Eloiza Maria Cauduro Dias deLuca, Sérgio João deViegas, José Vilmar2022-11-25T17:44:11Z2022-11-25T17:44:11Z2003-03-18info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfhttp://repositorio.ufsm.br/handle/1/27114ark:/26339/001300000f5pmporAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSM2022-11-25T17:44:12Zoai:repositorio.ufsm.br:1/27114Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2022-11-25T17:44:12Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.none.fl_str_mv Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
Study of methodology to determine physical losses of water in nets of distribution of water
title Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
spellingShingle Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
Viegas, José Vilmar
Engenharia sanitária
Engenharia hidráulica
Saneamento
Redes de distribuição
Abastecimento de água
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
title_full Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
title_fullStr Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
title_full_unstemmed Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
title_sort Estudo de metodologias para determinar perdas físicas em redes de distribuição de água
author Viegas, José Vilmar
author_facet Viegas, José Vilmar
author_role author
dc.contributor.none.fl_str_mv Gastaldini, Maria do Carmo Cauduro
http://lattes.cnpq.br/6431778147607083
Paiva, Eloiza Maria Cauduro Dias de
Luca, Sérgio João de
dc.contributor.author.fl_str_mv Viegas, José Vilmar
dc.subject.por.fl_str_mv Engenharia sanitária
Engenharia hidráulica
Saneamento
Redes de distribuição
Abastecimento de água
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
topic Engenharia sanitária
Engenharia hidráulica
Saneamento
Redes de distribuição
Abastecimento de água
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description This study presents an evaluation and comparison of the most important methodologies to estimate water losses of a sector of supply through its components, in specially, the physical losses. By revision of the literature it was tried to demonstrate the theoretical foundations of the several available methods for the resolution of these estimates that become very important in projects of operational improvement of a system. It is stood out, in this study, the EPANET model, a hydraulic modelling developed to simulate leaks and demand flows of a sector of water distribution starting from parameters characteristic of the sector. This model was selected for the verification of its appliability condition and for comparison with the empiric method “FND-Factor Night-Day”. The revision of the literature shows that the night minimum flow is adopted universally to generate the parameters that relate flow x pressure and the determination of physical losses. The development of this study used the night minimum flow to estimate the exponent N, the coefficient of discharge CD and the night losses physics through methodologies related in the literature. The exponent N, that relates leakage flow and pressure was estimated applying a quite simple method but that is based in the most modern concepts (FAVAD - Fixed and Variable Area Discharge Paths). The data collected in field allow the determination of the exponent characteristic of the sector that is used in all the presented methodologies. It is, also, stood out, the ease and the accuracy of FND - Factor Night-Day's application method that estimates daily physical losses starting from the night leakage flows and of the hourly factor. The results of the application of these models, hydraulic and empiric simulation, in the same base of data, space and in the time assured confidence in the aplication of each method. It was concluded, then, that the EPANET modelling presented good performance in the estimate of leakage and demands flow and its results are in conformity with presented for the FND-Factor Night-Day method and the annual “Water Balance” indicating to be an important tool for the taking of decision about the actions destined to the combat of the water losses of the which stand out the control of active leakage and the unauthorized consumption .
publishDate 2003
dc.date.none.fl_str_mv 2003-03-18
2022-11-25T17:44:11Z
2022-11-25T17:44:11Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://repositorio.ufsm.br/handle/1/27114
dc.identifier.dark.fl_str_mv ark:/26339/001300000f5pm
url http://repositorio.ufsm.br/handle/1/27114
identifier_str_mv ark:/26339/001300000f5pm
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
Brasil
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
Centro de Tecnologia
publisher.none.fl_str_mv Universidade Federal de Santa Maria
Brasil
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
Centro de Tecnologia
dc.source.none.fl_str_mv reponame:Manancial - Repositório Digital da UFSM
instname:Universidade Federal de Santa Maria (UFSM)
instacron:UFSM
instname_str Universidade Federal de Santa Maria (UFSM)
instacron_str UFSM
institution UFSM
reponame_str Manancial - Repositório Digital da UFSM
collection Manancial - Repositório Digital da UFSM
repository.name.fl_str_mv Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)
repository.mail.fl_str_mv atendimento.sib@ufsm.br||tedebc@gmail.com
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