Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant

Autores
León, José Gabriel; Díaz Lozada, José Manuel; Heredia Ligorria, Ana Inés; Muchiut, Adriana Beatriz; Sentlinger, Gabriel; Catalini, Carlos Gastón; García, Carlos Marcelo; Ragessi, Iván Matías
Año de publicación
2024
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This article investigates a nonstandard Parshall flume (Pf) to assess the impact of engineering deficiencies on flow rate (Q) estimation and compare experimental techniques for evaluating its performance in Q quantification and velocity gradient (G) appraisal during rapid mixing. Considering construction and instrumentation issues in the studied Pf, Q estimates were 10% lower than those derived from the standard rating curve (SRC), with 9% of this discrepancy attributable to the high placement of the stilling well scale and 1% to the position of the connecting pipe to the gauging section. When contrasting Q estimates from the SRC to the current rating curve in use and a set of rating curves fitted using salt dilution gauging (SDG), acoustic Doppler velocimetry (ADV), and numerical modeling (CFD), the average differences were −10.2, −8.3, −2.2, and 0.2%, respectively, for the current rating curve in use and those fitted to ADV, SDG, and CFD data. Considering only the instrumental measuring techniques, the SDG exhibited superior fittings (R2 = 0.99), followed by ADV (R2 = 0.95). Calculations of G aligned (9.3%) with CFD estimates support these methods as reliable tools for evaluating and verifying nonstandard Pf performance.
Fil: León, José Gabriel. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Fil: Díaz Lozada, José Manuel. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina
Fil: Heredia Ligorria, Ana Inés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina
Fil: Muchiut, Adriana Beatriz. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina
Fil: Sentlinger, Gabriel. No especifíca;
Fil: Catalini, Carlos Gastón. Municipalidad de la Ciudad de Villa Carlos Paz (mvcp) ; Gobierno de la Provincia de Cordoba;
Fil: García, Carlos Marcelo. No especifíca;
Fil: Ragessi, Iván Matías. Universidad Católica de Córdoba; Argentina
Materia
Acoustic Doppler velocimetry
Computational Fluid Dynamics
Mixing
Parshall Flume
Salt Dilution Gauging
Water Treatment
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/243527

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oai_identifier_str oai:ri.conicet.gov.ar:11336/243527
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repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plantLeón, José GabrielDíaz Lozada, José ManuelHeredia Ligorria, Ana InésMuchiut, Adriana BeatrizSentlinger, GabrielCatalini, Carlos GastónGarcía, Carlos MarceloRagessi, Iván MatíasAcoustic Doppler velocimetryComputational Fluid DynamicsMixingParshall FlumeSalt Dilution GaugingWater Treatmenthttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2This article investigates a nonstandard Parshall flume (Pf) to assess the impact of engineering deficiencies on flow rate (Q) estimation and compare experimental techniques for evaluating its performance in Q quantification and velocity gradient (G) appraisal during rapid mixing. Considering construction and instrumentation issues in the studied Pf, Q estimates were 10% lower than those derived from the standard rating curve (SRC), with 9% of this discrepancy attributable to the high placement of the stilling well scale and 1% to the position of the connecting pipe to the gauging section. When contrasting Q estimates from the SRC to the current rating curve in use and a set of rating curves fitted using salt dilution gauging (SDG), acoustic Doppler velocimetry (ADV), and numerical modeling (CFD), the average differences were −10.2, −8.3, −2.2, and 0.2%, respectively, for the current rating curve in use and those fitted to ADV, SDG, and CFD data. Considering only the instrumental measuring techniques, the SDG exhibited superior fittings (R2 = 0.99), followed by ADV (R2 = 0.95). Calculations of G aligned (9.3%) with CFD estimates support these methods as reliable tools for evaluating and verifying nonstandard Pf performance.Fil: León, José Gabriel. Consejo Nacional de Investigaciones Científicas y Técnicas; ArgentinaFil: Díaz Lozada, José Manuel. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; ArgentinaFil: Heredia Ligorria, Ana Inés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; ArgentinaFil: Muchiut, Adriana Beatriz. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; ArgentinaFil: Sentlinger, Gabriel. No especifíca;Fil: Catalini, Carlos Gastón. Municipalidad de la Ciudad de Villa Carlos Paz (mvcp) ; Gobierno de la Provincia de Cordoba;Fil: García, Carlos Marcelo. No especifíca;Fil: Ragessi, Iván Matías. Universidad Católica de Córdoba; ArgentinaIWA Publishing2024-08info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/243527León, José Gabriel; Díaz Lozada, José Manuel; Heredia Ligorria, Ana Inés; Muchiut, Adriana Beatriz; Sentlinger, Gabriel; et al.; Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant; IWA Publishing; Water Practice & Technology; 19; 8; 8-2024; 1-161751-231XCONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://iwaponline.com/wpt/article/doi/10.2166/wpt.2024.210/104144/Performance-evaluation-of-a-nonstandard-Parshallinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-03T09:52:14Zoai:ri.conicet.gov.ar:11336/243527instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-03 09:52:15.209CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
title Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
spellingShingle Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
León, José Gabriel
Acoustic Doppler velocimetry
Computational Fluid Dynamics
Mixing
Parshall Flume
Salt Dilution Gauging
Water Treatment
title_short Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
title_full Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
title_fullStr Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
title_full_unstemmed Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
title_sort Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant
dc.creator.none.fl_str_mv León, José Gabriel
Díaz Lozada, José Manuel
Heredia Ligorria, Ana Inés
Muchiut, Adriana Beatriz
Sentlinger, Gabriel
Catalini, Carlos Gastón
García, Carlos Marcelo
Ragessi, Iván Matías
author León, José Gabriel
author_facet León, José Gabriel
Díaz Lozada, José Manuel
Heredia Ligorria, Ana Inés
Muchiut, Adriana Beatriz
Sentlinger, Gabriel
Catalini, Carlos Gastón
García, Carlos Marcelo
Ragessi, Iván Matías
author_role author
author2 Díaz Lozada, José Manuel
Heredia Ligorria, Ana Inés
Muchiut, Adriana Beatriz
Sentlinger, Gabriel
Catalini, Carlos Gastón
García, Carlos Marcelo
Ragessi, Iván Matías
author2_role author
author
author
author
author
author
author
dc.subject.none.fl_str_mv Acoustic Doppler velocimetry
Computational Fluid Dynamics
Mixing
Parshall Flume
Salt Dilution Gauging
Water Treatment
topic Acoustic Doppler velocimetry
Computational Fluid Dynamics
Mixing
Parshall Flume
Salt Dilution Gauging
Water Treatment
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv This article investigates a nonstandard Parshall flume (Pf) to assess the impact of engineering deficiencies on flow rate (Q) estimation and compare experimental techniques for evaluating its performance in Q quantification and velocity gradient (G) appraisal during rapid mixing. Considering construction and instrumentation issues in the studied Pf, Q estimates were 10% lower than those derived from the standard rating curve (SRC), with 9% of this discrepancy attributable to the high placement of the stilling well scale and 1% to the position of the connecting pipe to the gauging section. When contrasting Q estimates from the SRC to the current rating curve in use and a set of rating curves fitted using salt dilution gauging (SDG), acoustic Doppler velocimetry (ADV), and numerical modeling (CFD), the average differences were −10.2, −8.3, −2.2, and 0.2%, respectively, for the current rating curve in use and those fitted to ADV, SDG, and CFD data. Considering only the instrumental measuring techniques, the SDG exhibited superior fittings (R2 = 0.99), followed by ADV (R2 = 0.95). Calculations of G aligned (9.3%) with CFD estimates support these methods as reliable tools for evaluating and verifying nonstandard Pf performance.
Fil: León, José Gabriel. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Fil: Díaz Lozada, José Manuel. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina
Fil: Heredia Ligorria, Ana Inés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Córdoba; Argentina. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina
Fil: Muchiut, Adriana Beatriz. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina
Fil: Sentlinger, Gabriel. No especifíca;
Fil: Catalini, Carlos Gastón. Municipalidad de la Ciudad de Villa Carlos Paz (mvcp) ; Gobierno de la Provincia de Cordoba;
Fil: García, Carlos Marcelo. No especifíca;
Fil: Ragessi, Iván Matías. Universidad Católica de Córdoba; Argentina
description This article investigates a nonstandard Parshall flume (Pf) to assess the impact of engineering deficiencies on flow rate (Q) estimation and compare experimental techniques for evaluating its performance in Q quantification and velocity gradient (G) appraisal during rapid mixing. Considering construction and instrumentation issues in the studied Pf, Q estimates were 10% lower than those derived from the standard rating curve (SRC), with 9% of this discrepancy attributable to the high placement of the stilling well scale and 1% to the position of the connecting pipe to the gauging section. When contrasting Q estimates from the SRC to the current rating curve in use and a set of rating curves fitted using salt dilution gauging (SDG), acoustic Doppler velocimetry (ADV), and numerical modeling (CFD), the average differences were −10.2, −8.3, −2.2, and 0.2%, respectively, for the current rating curve in use and those fitted to ADV, SDG, and CFD data. Considering only the instrumental measuring techniques, the SDG exhibited superior fittings (R2 = 0.99), followed by ADV (R2 = 0.95). Calculations of G aligned (9.3%) with CFD estimates support these methods as reliable tools for evaluating and verifying nonstandard Pf performance.
publishDate 2024
dc.date.none.fl_str_mv 2024-08
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/243527
León, José Gabriel; Díaz Lozada, José Manuel; Heredia Ligorria, Ana Inés; Muchiut, Adriana Beatriz; Sentlinger, Gabriel; et al.; Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant; IWA Publishing; Water Practice & Technology; 19; 8; 8-2024; 1-16
1751-231X
CONICET Digital
CONICET
url http://hdl.handle.net/11336/243527
identifier_str_mv León, José Gabriel; Díaz Lozada, José Manuel; Heredia Ligorria, Ana Inés; Muchiut, Adriana Beatriz; Sentlinger, Gabriel; et al.; Performance evaluation of a nonstandard Parshall flume and comparison of experimental techniques for its verification in a drinking water treatment plant; IWA Publishing; Water Practice & Technology; 19; 8; 8-2024; 1-16
1751-231X
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/https://iwaponline.com/wpt/article/doi/10.2166/wpt.2024.210/104144/Performance-evaluation-of-a-nonstandard-Parshall
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv IWA Publishing
publisher.none.fl_str_mv IWA Publishing
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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