Hydrodynamic optimization of a large pumping station with complex geometry

Autores
Sabarots Gerbec, Martín; Guizzardi, Santiago
Año de publicación
2022
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión aceptada
Descripción
Fil: Sabarots Gerbec, M. Ministerio de Economía. Secretaría de Obras Públicas. Instituto Nacional del Agua. Subgerencia Laboratorio de Hidráulica. Programa de Hidráulica Computacional; Argentina.
Fil: Guizzardi, S. Ministerio de Economía. Secretaría de Obras Públicas. Instituto Nacional del Agua. Subgerencia Laboratorio de Hidráulica. Programa de Hidráulica Computacional; Argentina.
The present work is focused on the study and optimization of the Inlet Pumping Station (IPS) at the Riachuelo System, designed for a 27 m3/s discharge, with six (out of 8) operative pumps, and a total power of 25MW. The approach to the study is undertaken by joint numerical and physical modelling. The first is implemented to carry out a preliminary diagnosis of key hydrodynamic aspects and to develop an efficient evaluation of alternatives for the final optimization. The physical modelling is used in parallel to analyze the optimized geometry and to perform a vast range of simulations for different operation scenarios. A numerical model developed using Computation Fluid Dynamics (CFD) was implemented to diagnose the hydrodynamic behavior of the IPS project under critical scenarios, where high concentrated streams, submerged or surface vortices, flow swirls entering the pump and non-uniform velocity distribution must be limited to achieve an optimal hydraulic performance. In addition to velocity fields post processed from CFD simulations, vortex core line detection algorithm and swirl angel (SA) were computed to identify undesired hydraulic phenomena. Ratios between SA and vortex detection indicators such as Lambda-2, Q criterion and Helicity, were obtained. The geometry was primarily optimized to reduce potential sedimentation effects and to limit the swirl angle. Although the swirl angle was reduced by 50% in the optimization process, in 2 suction pipes it results in approximately 8.5º, which is higher than the 7º admissible short-term swirl angle. The swirl angle measured in the physical model was consistently lower than the computed from CFD simulations.
Proceedings of the 39th IAHR World Congress. 19-24 June 2022. Granada, Spain
Materia
Hidrodinámica
Nivel de accesibilidad
acceso abierto
Condiciones de uso
Repositorio
Repositorio Digital del Instituto Nacional del Agua
Institución
Instituto Nacional del Agua
OAI Identificador
oai:repositorio.ina.gob.ar:123456789/636

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spelling Hydrodynamic optimization of a large pumping station with complex geometrySabarots Gerbec, MartínGuizzardi, SantiagoHidrodinámicaFil: Sabarots Gerbec, M. Ministerio de Economía. Secretaría de Obras Públicas. Instituto Nacional del Agua. Subgerencia Laboratorio de Hidráulica. Programa de Hidráulica Computacional; Argentina.Fil: Guizzardi, S. Ministerio de Economía. Secretaría de Obras Públicas. Instituto Nacional del Agua. Subgerencia Laboratorio de Hidráulica. Programa de Hidráulica Computacional; Argentina.The present work is focused on the study and optimization of the Inlet Pumping Station (IPS) at the Riachuelo System, designed for a 27 m3/s discharge, with six (out of 8) operative pumps, and a total power of 25MW. The approach to the study is undertaken by joint numerical and physical modelling. The first is implemented to carry out a preliminary diagnosis of key hydrodynamic aspects and to develop an efficient evaluation of alternatives for the final optimization. The physical modelling is used in parallel to analyze the optimized geometry and to perform a vast range of simulations for different operation scenarios. A numerical model developed using Computation Fluid Dynamics (CFD) was implemented to diagnose the hydrodynamic behavior of the IPS project under critical scenarios, where high concentrated streams, submerged or surface vortices, flow swirls entering the pump and non-uniform velocity distribution must be limited to achieve an optimal hydraulic performance. In addition to velocity fields post processed from CFD simulations, vortex core line detection algorithm and swirl angel (SA) were computed to identify undesired hydraulic phenomena. Ratios between SA and vortex detection indicators such as Lambda-2, Q criterion and Helicity, were obtained. The geometry was primarily optimized to reduce potential sedimentation effects and to limit the swirl angle. Although the swirl angle was reduced by 50% in the optimization process, in 2 suction pipes it results in approximately 8.5º, which is higher than the 7º admissible short-term swirl angle. The swirl angle measured in the physical model was consistently lower than the computed from CFD simulations.Proceedings of the 39th IAHR World Congress. 19-24 June 2022. Granada, Spain2022-06info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfhttps://repositorio.ina.gob.ar/handle/123456789/636enginfo:eu-repo/semantics/openAccessreponame:Repositorio Digital del Instituto Nacional del Aguainstname:Instituto Nacional del Agua2026-01-15T13:25:32Zoai:repositorio.ina.gob.ar:123456789/636instacron:INAInstitucionalhttps://repositorio.ina.gob.ar/Organismo científico-tecnológicohttp://ina.gob.ar/https://repositorio.ina.gob.ar/server/oai/snrd?verb=Identifydspace@ina.gob.arArgentinaopendoar:2026-01-15 13:25:32.478Repositorio Digital del Instituto Nacional del Agua - Instituto Nacional del Aguafalse
dc.title.none.fl_str_mv Hydrodynamic optimization of a large pumping station with complex geometry
title Hydrodynamic optimization of a large pumping station with complex geometry
spellingShingle Hydrodynamic optimization of a large pumping station with complex geometry
Sabarots Gerbec, Martín
Hidrodinámica
title_short Hydrodynamic optimization of a large pumping station with complex geometry
title_full Hydrodynamic optimization of a large pumping station with complex geometry
title_fullStr Hydrodynamic optimization of a large pumping station with complex geometry
title_full_unstemmed Hydrodynamic optimization of a large pumping station with complex geometry
title_sort Hydrodynamic optimization of a large pumping station with complex geometry
dc.creator.none.fl_str_mv Sabarots Gerbec, Martín
Guizzardi, Santiago
author Sabarots Gerbec, Martín
author_facet Sabarots Gerbec, Martín
Guizzardi, Santiago
author_role author
author2 Guizzardi, Santiago
author2_role author
dc.subject.none.fl_str_mv Hidrodinámica
topic Hidrodinámica
dc.description.none.fl_txt_mv Fil: Sabarots Gerbec, M. Ministerio de Economía. Secretaría de Obras Públicas. Instituto Nacional del Agua. Subgerencia Laboratorio de Hidráulica. Programa de Hidráulica Computacional; Argentina.
Fil: Guizzardi, S. Ministerio de Economía. Secretaría de Obras Públicas. Instituto Nacional del Agua. Subgerencia Laboratorio de Hidráulica. Programa de Hidráulica Computacional; Argentina.
The present work is focused on the study and optimization of the Inlet Pumping Station (IPS) at the Riachuelo System, designed for a 27 m3/s discharge, with six (out of 8) operative pumps, and a total power of 25MW. The approach to the study is undertaken by joint numerical and physical modelling. The first is implemented to carry out a preliminary diagnosis of key hydrodynamic aspects and to develop an efficient evaluation of alternatives for the final optimization. The physical modelling is used in parallel to analyze the optimized geometry and to perform a vast range of simulations for different operation scenarios. A numerical model developed using Computation Fluid Dynamics (CFD) was implemented to diagnose the hydrodynamic behavior of the IPS project under critical scenarios, where high concentrated streams, submerged or surface vortices, flow swirls entering the pump and non-uniform velocity distribution must be limited to achieve an optimal hydraulic performance. In addition to velocity fields post processed from CFD simulations, vortex core line detection algorithm and swirl angel (SA) were computed to identify undesired hydraulic phenomena. Ratios between SA and vortex detection indicators such as Lambda-2, Q criterion and Helicity, were obtained. The geometry was primarily optimized to reduce potential sedimentation effects and to limit the swirl angle. Although the swirl angle was reduced by 50% in the optimization process, in 2 suction pipes it results in approximately 8.5º, which is higher than the 7º admissible short-term swirl angle. The swirl angle measured in the physical model was consistently lower than the computed from CFD simulations.
Proceedings of the 39th IAHR World Congress. 19-24 June 2022. Granada, Spain
description Fil: Sabarots Gerbec, M. Ministerio de Economía. Secretaría de Obras Públicas. Instituto Nacional del Agua. Subgerencia Laboratorio de Hidráulica. Programa de Hidráulica Computacional; Argentina.
publishDate 2022
dc.date.none.fl_str_mv 2022-06
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