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
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/243527
Ver los metadatos del registro completo
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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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1842269145603768320 |
score |
13.13397 |