Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model

Studying sub-atmospheric pressure patterns in emptying pipeline systems is crucial because these processes could cause collapses depending on the installation conditions (the underground pipe covering height, type, fill, and pipeline stiffness class). Pipeline studies have focused more on filling th...

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Autores:
Hurtado-Misal, Aris D.
Hernández-Sanjuan, Daniela
Coronado Hernández, Óscar Enrique
Espinoza Román, Héctor Gabriel
Fuertes Miquel, Vicente S.
Tipo de recurso:
Fecha de publicación:
2021
Institución:
Universidad Tecnológica de Bolívar
Repositorio:
Repositorio Institucional UTB
Idioma:
eng
OAI Identifier:
oai:repositorio.utb.edu.co:20.500.12585/10389
Acceso en línea:
https://hdl.handle.net/20.500.12585/10389
https://doi.org/ 10.3390/w13182526
Palabra clave:
OpenFOAM
CFD
Sub-atmospheric pressure
Emptying process
Air pocket
Irregular pipeline
LEMB
Rights
openAccess
License
http://creativecommons.org/licenses/by-nc-nd/4.0/
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dc.title.spa.fl_str_mv Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
title Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
spellingShingle Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
OpenFOAM
CFD
Sub-atmospheric pressure
Emptying process
Air pocket
Irregular pipeline
LEMB
title_short Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
title_full Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
title_fullStr Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
title_full_unstemmed Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
title_sort Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD model
dc.creator.fl_str_mv Hurtado-Misal, Aris D.
Hernández-Sanjuan, Daniela
Coronado Hernández, Óscar Enrique
Espinoza Román, Héctor Gabriel
Fuertes Miquel, Vicente S.
dc.contributor.author.none.fl_str_mv Hurtado-Misal, Aris D.
Hernández-Sanjuan, Daniela
Coronado Hernández, Óscar Enrique
Espinoza Román, Héctor Gabriel
Fuertes Miquel, Vicente S.
dc.subject.keywords.spa.fl_str_mv OpenFOAM
CFD
Sub-atmospheric pressure
Emptying process
Air pocket
Irregular pipeline
topic OpenFOAM
CFD
Sub-atmospheric pressure
Emptying process
Air pocket
Irregular pipeline
LEMB
dc.subject.armarc.none.fl_str_mv LEMB
description Studying sub-atmospheric pressure patterns in emptying pipeline systems is crucial because these processes could cause collapses depending on the installation conditions (the underground pipe covering height, type, fill, and pipeline stiffness class). Pipeline studies have focused more on filling than on emptying processes. This study presents an analysis of the following variables: air pocket pressure, water velocity, and water column length during the emptying of an irregular pipeline without an air valve by two-dimensional computational fluid dynamics (2D CFD) model simulation using the software OpenFOAM. The mathematical model predicts the experimental values of the study variables. Water velocity vectors are also analysed within the experimental facility, assessing the sensitivity of the drain valve to different openings and changes in water column length during the hydraulic phenomenon.
publishDate 2021
dc.date.issued.none.fl_str_mv 2021-09-15
dc.date.accessioned.none.fl_str_mv 2022-01-17T21:03:51Z
dc.date.available.none.fl_str_mv 2022-01-17T21:03:51Z
dc.date.submitted.none.fl_str_mv 2022-01-17
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
dc.type.hasversion.spa.fl_str_mv info:eu-repo/semantics/restrictedAccess
dc.type.spa.spa.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.identifier.citation.spa.fl_str_mv Hurtado-Misal, A.D.; Hernández-Sanjuan, D.; Coronado-Hernández, O.E.; Espinoza-Román, H.; Fuertes-Miquel, V.S. Analysis of Sub-Atmospheric Pressures during Emptying of an Irregular Pipeline without an Air Valve Using a 2D CFD Model. Water 2021, 13, 2526. https://doi.org/ 10.3390/w13182526
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12585/10389
dc.identifier.doi.none.fl_str_mv https://doi.org/ 10.3390/w13182526
dc.identifier.instname.spa.fl_str_mv Universidad Tecnológica de Bolívar
dc.identifier.reponame.spa.fl_str_mv Repositorio Universidad Tecnológica de Bolívar
identifier_str_mv Hurtado-Misal, A.D.; Hernández-Sanjuan, D.; Coronado-Hernández, O.E.; Espinoza-Román, H.; Fuertes-Miquel, V.S. Analysis of Sub-Atmospheric Pressures during Emptying of an Irregular Pipeline without an Air Valve Using a 2D CFD Model. Water 2021, 13, 2526. https://doi.org/ 10.3390/w13182526
Universidad Tecnológica de Bolívar
Repositorio Universidad Tecnológica de Bolívar
url https://hdl.handle.net/20.500.12585/10389
https://doi.org/ 10.3390/w13182526
dc.language.iso.spa.fl_str_mv eng
language eng
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.cc.*.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 Internacional
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.extent.none.fl_str_mv 14 páginas
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.coverage.spatial.none.fl_str_mv Colombia
dc.publisher.place.spa.fl_str_mv Cartagena de Indias
dc.source.spa.fl_str_mv Water 2021, 13, 2526
institution Universidad Tecnológica de Bolívar
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spelling Hurtado-Misal, Aris D.f26bbfd6-633e-4e40-81c6-70976a70d7b6Hernández-Sanjuan, Danielabe44f422-7639-4f61-b761-f0fc2636c9e2Coronado Hernández, Óscar Enriquef7a2fa8b-0bf4-4814-84e5-164c0b4b3c36Espinoza Román, Héctor Gabrieleb51a709-5b87-41d2-8de9-a76ab7bb0e4cFuertes Miquel, Vicente S.f682be4f-81f2-4a2c-b84a-347dbfe6756fColombia2022-01-17T21:03:51Z2022-01-17T21:03:51Z2021-09-152022-01-17Hurtado-Misal, A.D.; Hernández-Sanjuan, D.; Coronado-Hernández, O.E.; Espinoza-Román, H.; Fuertes-Miquel, V.S. Analysis of Sub-Atmospheric Pressures during Emptying of an Irregular Pipeline without an Air Valve Using a 2D CFD Model. Water 2021, 13, 2526. https://doi.org/ 10.3390/w13182526https://hdl.handle.net/20.500.12585/10389https://doi.org/ 10.3390/w13182526Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarStudying sub-atmospheric pressure patterns in emptying pipeline systems is crucial because these processes could cause collapses depending on the installation conditions (the underground pipe covering height, type, fill, and pipeline stiffness class). Pipeline studies have focused more on filling than on emptying processes. This study presents an analysis of the following variables: air pocket pressure, water velocity, and water column length during the emptying of an irregular pipeline without an air valve by two-dimensional computational fluid dynamics (2D CFD) model simulation using the software OpenFOAM. The mathematical model predicts the experimental values of the study variables. Water velocity vectors are also analysed within the experimental facility, assessing the sensitivity of the drain valve to different openings and changes in water column length during the hydraulic phenomenon.14 páginasapplication/pdfenghttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAttribution-NonCommercial-NoDerivatives 4.0 Internacionalhttp://purl.org/coar/access_right/c_abf2Water 2021, 13, 2526Analysis of sub-atmospheric pressures during emptying of an Irregular pipeline without an air valve using a 2D CFD modelinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/restrictedAccesshttp://purl.org/coar/resource_type/c_2df8fbb1OpenFOAMCFDSub-atmospheric pressureEmptying processAir pocketIrregular pipelineLEMBCartagena de IndiasInvestigadoresBesharat, M.; Tarinejad, R.; Aalami, M.T.; Ramos, H.M. Study of a Compressed Air Vessel for Controlling the Pressure Surge in Water Networks: CFD and Experimental Analysis. Water Resour. Manag. 2016, 30, 2687–2702Escarameia, M. Investigating hydraulic removal of air from water pipelines. Proc. Inst. Civ. Eng. Water Manag. 2007, 160, 25–34Ramezani, L.; Karney, B.; Malekpour, A. Encouraging Effective Air Management in Water Pipelines: A Critical Review. J. Water Resour. Plan. Manag. 2016, 142, 04016055Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; Besharat, M.; Ramos, H.M. Experimental and numerical analysis of a water emptying pipeline using different air valves. Water 2017, 9, 98Gabl, R.; Wippersberger, M.; Seibl, J.; Kröner, C.; Gems, B. Submerged Wall Instead of a Penstock Shutoff Valve—Alternative Protection as Part of a Refurbishment. Water 2021, 13, 2247Laanearu, J.; Annus, I.; Koppel, T.; Bergant, A.; Vuˇckovi´c, S.; Hou, Q.; Tijsseling, A.S.; Anderson, A.; van’t Westende, J.M.C. Emptying of Large-Scale Pipeline by Pressurized Air. J. Hydraul. Eng. 2012, 138, 1090–1100Tijsseling, A.S.; Hou, Q.; Bozkus, Z.; Laanearu, J. Improved One-Dimensional Models for Rapid Emptying and Filling of Pipelines. J. Press. Vessel Technol. Trans. ASME 2016, 138, 1–11Fuertes-Miquel, V.S.; Coronado-Hernández, Ó.E.; Mora-Melia, D.; Iglesias-Rey, P.L. Hydraulic Modeling during Filling and Emptying Processes in Pressurized Pipelines: A Literature Review. Urban Water J. 2019, 16, 299–311.Laanearu, J.; Hou, Q.; Annus, I.; Tijsseling, A.S. Water-column mass losses during the emptying of a large-scale pipeline by pressurized air. Proc. Est. Acad. Sci. 2015, 64, 8–16Karadži´c, U.; Strunjaš, F.; Bergant, A.; Mavriˇc, R.; Buckstein, S. Developments in Pipeline Filling and Emptying Experimentation in a Laboratory Pipeline Apparatus. In Proceedings of the 6th IAHR Meeting on WG Cavitation and Dynamic Problems, Ljubljana, Slovenia, 9–11 September 2015; pp. 273–280Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; Besharat, M.; Ramos, H.M. Subatmospheric pressure in a water draining pipeline with an air pocket. Urban Water J. 2018, 15, 346–352.Fuertes-Miquel, V.S.; Coronado-Hernández, O.E.; Iglesias-Rey, P.L.; Mora-Meliá, D. Transient phenomena during the emptying process of a single pipe with water–air interaction. J. Hydraul. Res. 2018, 57, 318–326Besharat, M.; Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; Viseu, M.T.; Ramos, H.M. Computational fluid dynamics for sub-atmospheric pressure analysis in pipe drainage. J. Hydraul. Res. 2019, 58, 553–565Martins, N.M.C.; Delgado, J.N.; Ramos, H.M.; Covas, D.I.C. Maximum transient pressures in a rapidly filling pipeline with entrapped air using a CFD model. J. Hydraul. Res. 2017, 55, 506–519Zhou, L.; Wang, H.; Karney, B.; Liu, D.; Wang, P.; Guo, S. Dynamic Behavior of Entrapped Air Pocket in a Water Filling Pipeline. J. Hydraul. Eng. 2018, 144, 04018045.Besharat, M.; Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; Viseu, M.T.; Ramos, H.M. Backflow air and pressure analysis in emptying a pipeline containing an entrapped air pocket. Urban Water J. 2018, 15, 769–779Versteeg, H.K.; Malalasekera, W. An Introduction to Computational Fluid Dynamics: The Finite Volume Method. 2007. Available online: http://ftp.demec.ufpr.br/disciplinas/TM702/Versteeg_Malalasekera_2ed.pdf (accessed on 10 September 2021)Wang, L.; Wang, F.; Karney, B.; Malekpour, A. Numerical investigation of rapid filling in bypass pipelines. J. Hydraul. Res. 2017, 55, 647–656.Hinze, J.O. Turbulnce. In McGraw-Hill Series in Mechanical Engineering; McGraw-Hill: New York, NY, USA, 1975Launder, B.E.; Spalding, D.B. The numerical computation of turbulent flows. Comput. Methods Appl. Mech. Eng. 1974, 3, 269–289.Wilcox, D.C. Reassessment of the scale-determining equation for advanced turbulence models. AIAA J. 1988, 1299–1310Menter, F.R. Two-Equation Eddy-Viscosity Turbulence Models for Engineering Applications. 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