Gauging flow velocity in 2 positions for discharge calculation in pipes

Detalhes bibliográficos
Autor(a) principal: Diniz,Victor Emanuel Mello de Guimarães
Data de Publicação: 2018
Outros Autores: Luvizotto Júnior,Edevar, Souza,Podalyro Amaral de, Silva,Pedro Alves
Tipo de documento: Artigo
Idioma: eng
Título da fonte: RBRH (Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100217
Resumo: ABSTRACT This paper utilizes the maximum entropy model to calculate discharges in pipes. The proposed model requires the flow velocities to be gauged in just two positions along the pipe radius to calculate the discharge of any given pipe with circular cross-section regardless its diameter size. A genetic algorithm is used to determine the two parameters of the entropy equation for pipe flow. Three water mains are assessed. The discharge values achieved by the maximum entropy model coupled to the genetic algorithm for two water mains are compared to those achieved by a calibrated AquaProbe ABB electromagnetic flow meter and remain within the device accuracy (± 2%), as reported by its manufacturer. A Cole type Pitot tube in series with a Venturi tube are used to respectively define three velocity profiles and gauge three different discharges for the third water main. The three discharge values obtained by the maximum entropy model are compared to the ones obtained by the Venturi tube and remain within the presented uncertainties (3.3%, 3.1% and 2.8%) for each discharge gauged by the Venturi tube. The discharge calculation in any given pipe is facilitated by the presented method.
id ABRH-1_74aec91287de0f4e73a28c522af26fd4
oai_identifier_str oai:scielo:S2318-03312018000100217
network_acronym_str ABRH-1
network_name_str RBRH (Online)
repository_id_str
spelling Gauging flow velocity in 2 positions for discharge calculation in pipesDischarge calculationVelocity profileGenetic algorithmMaximum entropyPipe flowABSTRACT This paper utilizes the maximum entropy model to calculate discharges in pipes. The proposed model requires the flow velocities to be gauged in just two positions along the pipe radius to calculate the discharge of any given pipe with circular cross-section regardless its diameter size. A genetic algorithm is used to determine the two parameters of the entropy equation for pipe flow. Three water mains are assessed. The discharge values achieved by the maximum entropy model coupled to the genetic algorithm for two water mains are compared to those achieved by a calibrated AquaProbe ABB electromagnetic flow meter and remain within the device accuracy (± 2%), as reported by its manufacturer. A Cole type Pitot tube in series with a Venturi tube are used to respectively define three velocity profiles and gauge three different discharges for the third water main. The three discharge values obtained by the maximum entropy model are compared to the ones obtained by the Venturi tube and remain within the presented uncertainties (3.3%, 3.1% and 2.8%) for each discharge gauged by the Venturi tube. The discharge calculation in any given pipe is facilitated by the presented method.Associação Brasileira de Recursos Hídricos2018-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100217RBRH v.23 2018reponame:RBRH (Online)instname:Associação Brasileira de Recursos Hídricos (ABRH)instacron:ABRH10.1590/2318-0331.231820170130info:eu-repo/semantics/openAccessDiniz,Victor Emanuel Mello de GuimarãesLuvizotto Júnior,EdevarSouza,Podalyro Amaral deSilva,Pedro Alveseng2018-05-24T00:00:00Zoai:scielo:S2318-03312018000100217Revistahttps://www.scielo.br/j/rbrh/https://old.scielo.br/oai/scielo-oai.php||rbrh@abrh.org.br2318-03311414-381Xopendoar:2018-05-24T00:00RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH)false
dc.title.none.fl_str_mv Gauging flow velocity in 2 positions for discharge calculation in pipes
title Gauging flow velocity in 2 positions for discharge calculation in pipes
spellingShingle Gauging flow velocity in 2 positions for discharge calculation in pipes
Diniz,Victor Emanuel Mello de Guimarães
Discharge calculation
Velocity profile
Genetic algorithm
Maximum entropy
Pipe flow
title_short Gauging flow velocity in 2 positions for discharge calculation in pipes
title_full Gauging flow velocity in 2 positions for discharge calculation in pipes
title_fullStr Gauging flow velocity in 2 positions for discharge calculation in pipes
title_full_unstemmed Gauging flow velocity in 2 positions for discharge calculation in pipes
title_sort Gauging flow velocity in 2 positions for discharge calculation in pipes
author Diniz,Victor Emanuel Mello de Guimarães
author_facet Diniz,Victor Emanuel Mello de Guimarães
Luvizotto Júnior,Edevar
Souza,Podalyro Amaral de
Silva,Pedro Alves
author_role author
author2 Luvizotto Júnior,Edevar
Souza,Podalyro Amaral de
Silva,Pedro Alves
author2_role author
author
author
dc.contributor.author.fl_str_mv Diniz,Victor Emanuel Mello de Guimarães
Luvizotto Júnior,Edevar
Souza,Podalyro Amaral de
Silva,Pedro Alves
dc.subject.por.fl_str_mv Discharge calculation
Velocity profile
Genetic algorithm
Maximum entropy
Pipe flow
topic Discharge calculation
Velocity profile
Genetic algorithm
Maximum entropy
Pipe flow
description ABSTRACT This paper utilizes the maximum entropy model to calculate discharges in pipes. The proposed model requires the flow velocities to be gauged in just two positions along the pipe radius to calculate the discharge of any given pipe with circular cross-section regardless its diameter size. A genetic algorithm is used to determine the two parameters of the entropy equation for pipe flow. Three water mains are assessed. The discharge values achieved by the maximum entropy model coupled to the genetic algorithm for two water mains are compared to those achieved by a calibrated AquaProbe ABB electromagnetic flow meter and remain within the device accuracy (± 2%), as reported by its manufacturer. A Cole type Pitot tube in series with a Venturi tube are used to respectively define three velocity profiles and gauge three different discharges for the third water main. The three discharge values obtained by the maximum entropy model are compared to the ones obtained by the Venturi tube and remain within the presented uncertainties (3.3%, 3.1% and 2.8%) for each discharge gauged by the Venturi tube. The discharge calculation in any given pipe is facilitated by the presented method.
publishDate 2018
dc.date.none.fl_str_mv 2018-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100217
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312018000100217
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/2318-0331.231820170130
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv Associação Brasileira de Recursos Hídricos
publisher.none.fl_str_mv Associação Brasileira de Recursos Hídricos
dc.source.none.fl_str_mv RBRH v.23 2018
reponame:RBRH (Online)
instname:Associação Brasileira de Recursos Hídricos (ABRH)
instacron:ABRH
instname_str Associação Brasileira de Recursos Hídricos (ABRH)
instacron_str ABRH
institution ABRH
reponame_str RBRH (Online)
collection RBRH (Online)
repository.name.fl_str_mv RBRH (Online) - Associação Brasileira de Recursos Hídricos (ABRH)
repository.mail.fl_str_mv ||rbrh@abrh.org.br
_version_ 1754734701529006080