Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations
Inertial models have been used by researchers to simulate the draining and filling processes in water pipelines, based on the evolution of the main hydraulic and thermodynamic variables. These models use complex differential equations, which are solved using advanced numerical codes. In this study,...
- Autores:
-
Coronado Hernández, Óscar Enrique
Fuertes Miquel, Vicente S.
Mora-Meliá, Daniel
Salgueiro, Yamisleydi
- Tipo de recurso:
- Fecha de publicación:
- 2020
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/9520
- Palabra clave:
- Entrapped air pocket
Draining
Filling
Pipelines
Quasi-static flow model
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
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| dc.title.spa.fl_str_mv |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations |
| title |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations |
| spellingShingle |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations Entrapped air pocket Draining Filling Pipelines Quasi-static flow model |
| title_short |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations |
| title_full |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations |
| title_fullStr |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations |
| title_full_unstemmed |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations |
| title_sort |
Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installations |
| dc.creator.fl_str_mv |
Coronado Hernández, Óscar Enrique Fuertes Miquel, Vicente S. Mora-Meliá, Daniel Salgueiro, Yamisleydi |
| dc.contributor.author.none.fl_str_mv |
Coronado Hernández, Óscar Enrique Fuertes Miquel, Vicente S. Mora-Meliá, Daniel Salgueiro, Yamisleydi |
| dc.subject.keywords.spa.fl_str_mv |
Entrapped air pocket Draining Filling Pipelines Quasi-static flow model |
| topic |
Entrapped air pocket Draining Filling Pipelines Quasi-static flow model |
| description |
Inertial models have been used by researchers to simulate the draining and filling processes in water pipelines, based on the evolution of the main hydraulic and thermodynamic variables. These models use complex differential equations, which are solved using advanced numerical codes. In this study, a quasi-static flow model is developed to study these operations in hydraulic installations. The quasi-static flow model represents a simplified formulation compared with inertial flow models, in which its numerical resolution is easier because only algebraic equations must be addressed. Experimental measurements of air pocket pressure patterns were conducted in a 4.36 m long single pipeline with an internal diameter of 42 mm. Comparisons between measured and computed air pocket pressure oscillations indicate how the quasi-static flow model can predict extreme values of air pocket pressure for experimental runs, demonstrating the possibility of selecting stiffness and pipe classes in actual pipelines using this model. Two case studies were analysed to determine the behaviour of the quasi-static flow model in large water pipelines. |
| publishDate |
2020 |
| dc.date.accessioned.none.fl_str_mv |
2020-10-30T16:47:48Z |
| dc.date.available.none.fl_str_mv |
2020-10-30T16:47:48Z |
| dc.date.issued.none.fl_str_mv |
2020 |
| dc.date.submitted.none.fl_str_mv |
2020-10-30 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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Artículo |
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publishedVersion |
| dc.identifier.citation.spa.fl_str_mv |
Coronado-Hernández, Ó., Fuertes-Miquel, V., Mora-Meliá, D. and Salgueiro, Y., 2020. Quasi-static Flow Model for Predicting the Extreme Values of Air Pocket Pressure in Draining and Filling Operations in Single Water Installations. Water, 12(3), p.664. |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12585/9520 |
| dc.identifier.url.none.fl_str_mv |
https://www.mdpi.com/2073-4441/12/3/664 |
| dc.identifier.doi.none.fl_str_mv |
10.3390/w12030664 |
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Universidad Tecnológica de Bolívar |
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Repositorio Universidad Tecnológica de Bolívar |
| identifier_str_mv |
Coronado-Hernández, Ó., Fuertes-Miquel, V., Mora-Meliá, D. and Salgueiro, Y., 2020. Quasi-static Flow Model for Predicting the Extreme Values of Air Pocket Pressure in Draining and Filling Operations in Single Water Installations. Water, 12(3), p.664. 10.3390/w12030664 Universidad Tecnológica de Bolívar Repositorio Universidad Tecnológica de Bolívar |
| url |
https://hdl.handle.net/20.500.12585/9520 https://www.mdpi.com/2073-4441/12/3/664 |
| dc.language.iso.spa.fl_str_mv |
eng |
| language |
eng |
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http://purl.org/coar/access_right/c_abf2 |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ |
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info:eu-repo/semantics/openAccess |
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Attribution-NonCommercial-NoDerivatives 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc-nd/4.0/ Attribution-NonCommercial-NoDerivatives 4.0 Internacional http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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16 páginas |
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application/pdf |
| dc.publisher.place.spa.fl_str_mv |
Cartagena de Indias |
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Water 2020, 12(3), 664 |
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Universidad Tecnológica de Bolívar |
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Coronado Hernández, Óscar Enriquef7a2fa8b-0bf4-4814-84e5-164c0b4b3c36Fuertes Miquel, Vicente S.f682be4f-81f2-4a2c-b84a-347dbfe6756fMora-Meliá, Daniel303e0757-9abe-4ced-9477-181fddce9b84Salgueiro, Yamisleydi07178e5a-24f3-4f6a-a028-f7b25b886db52020-10-30T16:47:48Z2020-10-30T16:47:48Z20202020-10-30Coronado-Hernández, Ó., Fuertes-Miquel, V., Mora-Meliá, D. and Salgueiro, Y., 2020. Quasi-static Flow Model for Predicting the Extreme Values of Air Pocket Pressure in Draining and Filling Operations in Single Water Installations. Water, 12(3), p.664.https://hdl.handle.net/20.500.12585/9520https://www.mdpi.com/2073-4441/12/3/66410.3390/w12030664Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarInertial models have been used by researchers to simulate the draining and filling processes in water pipelines, based on the evolution of the main hydraulic and thermodynamic variables. These models use complex differential equations, which are solved using advanced numerical codes. In this study, a quasi-static flow model is developed to study these operations in hydraulic installations. The quasi-static flow model represents a simplified formulation compared with inertial flow models, in which its numerical resolution is easier because only algebraic equations must be addressed. Experimental measurements of air pocket pressure patterns were conducted in a 4.36 m long single pipeline with an internal diameter of 42 mm. Comparisons between measured and computed air pocket pressure oscillations indicate how the quasi-static flow model can predict extreme values of air pocket pressure for experimental runs, demonstrating the possibility of selecting stiffness and pipe classes in actual pipelines using this model. Two case studies were analysed to determine the behaviour of the quasi-static flow model in large water pipelines.16 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 2020, 12(3), 664Quasi-static flow model for predicting the extreme values of air pocket pressure in draining and filling operations in single water installationsinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_2df8fbb1Entrapped air pocketDrainingFillingPipelinesQuasi-static flow modelCartagena de IndiasAbreu, J.; Cabrera, E.; Izquierdo, J.; García-Serra, J. Flow Modeling in Pressurized Systems Revisited. J. Hydraul. Eng. 1999, 125, 1154–1169.Izquierdo, J.; Fuertes, V.S.; Cabrera, E.; Iglesias, P.; García-Serra, J. Pipeline Start-Up with Entrapped Air. J. Hydraul. Res. 1999, 37, 579–590.Simpson, A.R.; Wylie, E.B. Large Water-Hammer Pressures for Column Separation in Pipelines. J. Hydraul. Eng. 1991, 117, 1310–1316.Zhou, L.; Liu, D.; Karney, B. Phenomenon of White Mist in Pipeline Rapidly Filling with Water with Entrapped Air Pocket. J. Hydraul. Eng. 2013, 139, 1041–1051.Zhou, L.; Liu, D. Experimental Investigation of Entrapped Air Pocket in a Partially Full Water Pipe. J. Hydraul. Res. 2013, 51, 469–474.Coronado-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, 98.Coronado-Hernández, O.E.; Besharat, M.; Fuertes-Miquel, V.S.; Ramos, H.M. Effect of a Commercial Air Valve on the Rapid Filling of a Single Pipeline: A Numerical and Experimental Analysis. Water 2019, 11, 1814.Vasconcelos, J.G.; Wright, S.J. Rapid Flow Startup in Filled Horizontal Pipelines. J. Hydraul. Eng. 2008, 134, 984–992.Fuertes-Miquel, V.S.; Coronado-Hernández, O.E.; Iglesias-Rey, P.L.; Mora-Melia, D. Transient Phenomena during the Emptying Process of a Single Pipe with Water-Air Interaction. J. Hydraul. Res. 2019, 57, 1–9.Fuertes-Miquel, V.S.; Coronado-Hernández, O.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.Besharat, M.; Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; Viseu, M.T.; Ramos, H.M. Backflow Air and Pressure Analysis in Emptying Pipeline Containing Entrapped Air Pocket. Urban Water J. 2018, 15, 769–779.Besharat, 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, 1–13.American Water Works Association (AWWA). Manual of Water Supply Practices -M51: Air-Release, Air-Vacuum, and Combination Air Valves; American Water Works Association: Denver, CO, USA, 2001.Laanearu, J.; Annus, I.; Koppel, T.; Bergant, A.; Vučkovič, S.; Hou, Q.; van’t Westende, J.M.C. Emptying of Large-Scale Pipeline by Pressurized Air. J. Hydraul. Eng. 2012, 138, 1090–1100.Tijsseling, A.; Hou, Q.; Bozkus, Z.; Laanearu, J. Improved One-Dimensional Models for Rapid Emptying and Filling of Pipelines. J. Press. Vessel Technol. 2016, 138, 031301.Malekpour, A.; Karney, B.; Nault, J. Physical Understanding of Sudden Pressurization of Pipe Systems with Entrapped Air: Energy Auditing Approach. J. Hydraul. Eng. 2015, 142, 04015044.Noto, L.; Tucciarelli, T. Dora Algorithm for Network Flow Models with Improved Stability and Convergence Properties. J. Hydraul. Eng. 2001, 127, 380–391.Zhou, L.; Liu, D.; Ou, C. Simulation of Flow Transients in a Water Filling Pipe Containing Entrapped Air Pocket with VOF Model. Eng. Appl. Comput. Fluid Mech. 2011, 5, 127–140.Saemi, S.; Raisee, M.; Cervantes, M.J.; Nourbakhsh, A. Computation of Two- and Three-Dimensional Water Hammer Flows. J. Hydraul. Res. 2019, 57, 386–404.Chaudhry, M.H. Applied Hydraulic Transients, 3rd ed.; Springer: New York, NY, USA, 2014.Wylie, E.; Streeter, V. Fluid Transients in Systems; Prentice Hall: Englewood Cliffs, NJ, USA, 1993.Apollonio, C.; Balacco, G.; Fontana, N.; Giugni, M.; Marini, G.; Piccinni, A.F. Hydraulic Transients Caused by Air Expulsion during Rapid Filling of Undulating Pipelines. Water 2016, 8, 25.Coronado-Hernández, O.E.; Fuertes-Miquel, V.S.; Besharat, M.; Ramos, H.M. A Parametric Sensitivity Analysis of Numerically Modelled Piston-Type Filling and Emptying of an Inclined Pipeline with an Air Valve. In Proceedings of the 13th International Conference on Pressure Surges, Bordeaux, France, 14–16 November 2018; BHR Group: Bordeaux, France, 2018.Wang, L.; Wang, F.; Karney, B.; Malekpour, A. Numerical Investigation of Rapid Filling in Bypass Pipelines. J. Hydraul. Res. 2017, 55, 647–656.Coronado-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.Ramezani, L.; Karney, B.; Malekpour, A. Encouraging Effective Air Management in Water Pipelines: A Critical Review. J. Water Resour. Plan. Manag. 2016, 142.Martins, S.C.; Ramos, H.M.; Almeida, A.B. Conceptual Analogy for Modelling Entrapped Air Action in Hydraulic Systems. J. Hydraul. Res. 2015, 53, 678–686.Zhou, F.; Hicks, M.; Steffler, P.M. Transient Flow in a Rapidly Filling Horizontal Pipe Containing Trapped Air. J. Hydraul. Eng. 2002, 128, 625–634.Martin, C.S. Entrapped Air in Pipelines. In Proceedings of the Second International Conference on Pressure Surges, London, UK, 22–24 September 1976.Cabrera, E.; Abreu, J.; Pérez, R.; Vela, A. Influence of Liquid Length Variation in Hydraulic Transients. J. Hydraul. 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