An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations
Emptying processes are typical maneuvers that should be performed by water distribution companies for operation purposes. These processes involve a complex numerical analysis, since a set of algebraic and ordinary differential equations needs to be solved for the intricacy of hydraulic and thermodyn...
- Autores:
-
Coronado-Hernández, Oscar E.
Bonilla-Correa, Dalia M.
Lovo, Aldo
Fuertes-Miquel, Vicente S.
Gatica, Gustavo
Linfati, Rodrigo
Coronado-Hernández, Jairo R.
- Tipo de recurso:
- Fecha de publicación:
- 2022
- Institución:
- Universidad Tecnológica de Bolívar
- Repositorio:
- Repositorio Institucional UTB
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.utb.edu.co:20.500.12585/12175
- Acceso en línea:
- https://hdl.handle.net/20.500.12585/12175
- Palabra clave:
- Air;
Geysers;
Emptying
LEMB
- Rights
- openAccess
- License
- http://creativecommons.org/licenses/by-nc-nd/4.0/
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An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations |
| title |
An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations |
| spellingShingle |
An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations Air; Geysers; Emptying LEMB |
| title_short |
An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations |
| title_full |
An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations |
| title_fullStr |
An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations |
| title_full_unstemmed |
An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations |
| title_sort |
An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations |
| dc.creator.fl_str_mv |
Coronado-Hernández, Oscar E. Bonilla-Correa, Dalia M. Lovo, Aldo Fuertes-Miquel, Vicente S. Gatica, Gustavo Linfati, Rodrigo Coronado-Hernández, Jairo R. |
| dc.contributor.author.none.fl_str_mv |
Coronado-Hernández, Oscar E. Bonilla-Correa, Dalia M. Lovo, Aldo Fuertes-Miquel, Vicente S. Gatica, Gustavo Linfati, Rodrigo Coronado-Hernández, Jairo R. |
| dc.subject.keywords.spa.fl_str_mv |
Air; Geysers; Emptying |
| topic |
Air; Geysers; Emptying LEMB |
| dc.subject.armarc.none.fl_str_mv |
LEMB |
| description |
Emptying processes are typical maneuvers that should be performed by water distribution companies for operation purposes. These processes involve a complex numerical analysis, since a set of algebraic and ordinary differential equations needs to be solved for the intricacy of hydraulic and thermodynamic formulations for two analyzed phases (liquid and gas). This research provides an implicit equation to compute exactly the final conditions in water emptying operations in single pipelines without an air valve (or admitted air). The implicit expression was developed by considering that for all final conditions, the water velocity is null, and thus, the water column length and air pocket pressure can be computed. The friction factor, internal pipe diameter, and opening maneuvers of drain valves do not disturb the final conditions in draining processes. The developed implicit formulation was validated using experimental measurements in a pipeline with a total length of 4.36 m. The equation is of utmost importance, since it can be utilized for engineers to easily plan for future conditions in water distribution networks. © 2022 by the authors. |
| publishDate |
2022 |
| dc.date.issued.none.fl_str_mv |
2022 |
| dc.date.accessioned.none.fl_str_mv |
2023-07-19T21:14:44Z |
| dc.date.available.none.fl_str_mv |
2023-07-19T21:14:44Z |
| dc.date.submitted.none.fl_str_mv |
2023 |
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info:eu-repo/semantics/article |
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info:eu-repo/semantics/draft |
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http://purl.org/coar/resource_type/c_6501 |
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| dc.identifier.citation.spa.fl_str_mv |
Coronado-Hernández OE, Bonilla-Correa DM, Lovo A, Fuertes-Miquel VS, Gatica G, Linfati R, Coronado-Hernández JR. An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations. Water. 2022; 14(21):3364. https://doi.org/10.3390/w14213364 |
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https://hdl.handle.net/20.500.12585/12175 |
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10.3390/w14213364 |
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Universidad Tecnológica de Bolívar |
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Repositorio Universidad Tecnológica de Bolívar |
| identifier_str_mv |
Coronado-Hernández OE, Bonilla-Correa DM, Lovo A, Fuertes-Miquel VS, Gatica G, Linfati R, Coronado-Hernández JR. An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations. Water. 2022; 14(21):3364. https://doi.org/10.3390/w14213364 10.3390/w14213364 Universidad Tecnológica de Bolívar Repositorio Universidad Tecnológica de Bolívar |
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https://hdl.handle.net/20.500.12585/12175 |
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eng |
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eng |
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Attribution-NonCommercial-NoDerivatives 4.0 Internacional |
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13 páginas |
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Cartagena de Indias |
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Water (Switzerland) |
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Universidad Tecnológica de Bolívar |
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Coronado-Hernández, Oscar E.c3eeb30c-3946-406c-9961-fd362b8841f5Bonilla-Correa, Dalia M.db642292-e40e-4d2d-b8b3-620338cccabeLovo, Aldo5270878c-ffde-425e-abc2-c72b023ab60eFuertes-Miquel, Vicente S.ee591d7a-dc42-4bff-b9db-a19f976e419bGatica, Gustavofe6fa1c9-2c41-4f0b-9b8c-8dbc65eb42a0Linfati, Rodrigo79103349-d6c9-4052-8457-67d85d6af70bCoronado-Hernández, Jairo R.86b71d5d-cfcc-464b-9792-545bb0afd5a52023-07-19T21:14:44Z2023-07-19T21:14:44Z20222023Coronado-Hernández OE, Bonilla-Correa DM, Lovo A, Fuertes-Miquel VS, Gatica G, Linfati R, Coronado-Hernández JR. An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installations. Water. 2022; 14(21):3364. https://doi.org/10.3390/w14213364https://hdl.handle.net/20.500.12585/1217510.3390/w14213364Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarEmptying processes are typical maneuvers that should be performed by water distribution companies for operation purposes. These processes involve a complex numerical analysis, since a set of algebraic and ordinary differential equations needs to be solved for the intricacy of hydraulic and thermodynamic formulations for two analyzed phases (liquid and gas). This research provides an implicit equation to compute exactly the final conditions in water emptying operations in single pipelines without an air valve (or admitted air). The implicit expression was developed by considering that for all final conditions, the water velocity is null, and thus, the water column length and air pocket pressure can be computed. The friction factor, internal pipe diameter, and opening maneuvers of drain valves do not disturb the final conditions in draining processes. The developed implicit formulation was validated using experimental measurements in a pipeline with a total length of 4.36 m. The equation is of utmost importance, since it can be utilized for engineers to easily plan for future conditions in water distribution networks. © 2022 by the authors.13 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 (Switzerland)An Implicit Formulation for Calculating Final Conditions in Drainage Maneuvers in Pressurized Water Installationsinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/drafthttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/version/c_b1a7d7d4d402bccehttp://purl.org/coar/resource_type/c_2df8fbb1Air;Geysers;EmptyingLEMBCartagena de IndiasRamezani, L., Karney, B., Malekpour, A. The challenge of air valves: A selective critical literature review (2015) Journal of Water Resources Planning and Management, 141 (10), art. no. 04015017. Cited 45 times. https://ascelibrary.org/journal/jwrmd5 doi: 10.1061/(ASCE)WR.1943-5452.0000530Fuertes-Miquel, V.S., Coronado-Hernández, O.E., Mora-Meliá, D., Iglesias-Rey, P.L. Hydraulic modeling during filling and emptying processes in pressurized pipelines: a literature review (2019) Urban Water Journal, 16 (4), pp. 299-311. Cited 27 times. http://www.tandf.co.uk/journals/titles/1573062X.asp doi: 10.1080/1573062X.2019.1669188(2016) Manual of Water Supply Practices M51—Air Valves: Air Release, Air/Vacuum and Combination. Cited 9 times. AWWA, Denver, CO, USACoronado-Hernández, O.E., Fuertes-Miquel, V.S., Besharat, M., Ramos, H.M. Subatmospheric pressure in a water draining pipeline with an air pocket (2018) Urban Water Journal, 15 (4), pp. 346-352. Cited 21 times. http://www.tandf.co.uk/journals/titles/1573062X.asp doi: 10.1080/1573062X.2018.1475578Coronado-Hernández, O.E., Fuertes-Miquel, V.S., Iglesias-Rey, P.L., Martínez-Solano, F.J. Rigid water column model for simulating the emptying process in a pipeline using pressurized air (2018) Journal of Hydraulic Engineering, 144 (4), art. no. 06018004. Cited 15 times. http://ascelibrary.org/journal/jhend8 doi: 10.1061/(ASCE)HY.1943-7900.0001446Coronado-Hernández, Ó.E., Fuertes-Miquel, V.S., Quiñones-Bolaños, E.E., Gatica, G., Coronado-Hernández, J.R. Simplified mathematical model for computing draining operations in pipelines of undulating profiles with vacuum air valves (2020) Water (Switzerland), 12 (9), art. no. 2544. Cited 2 times. https://res.mdpi.com/d_attachment/water/water-12-02544/article_deploy/water-12-02544.pdf doi: 10.3390/w12092544Laanearu, J., Annus, I., Koppel, T., Bergant, A., Vučković, S., Hou, Q., Tijsseling, A.S., (...), van't Westende, J.M.C. Emptying of large-scale pipeline by pressurized air (2012) Journal of Hydraulic Engineering, 138 (12), pp. 1090-1100. Cited 44 times. doi: 10.1061/(ASCE)HY.1943-7900.0000631Tijsseling, A.S., Hou, Q., Bozkus, Z., Laanearu, J. Improved One-Dimensional Models for Rapid Emptying and Filling of Pipelines (2016) Journal of Pressure Vessel Technology, Transactions of the ASME, 138 (3), art. no. 031301. Cited 35 times. http://asmedl.aip.org/PressureVesselTech doi: 10.1115/1.4031508Besharat, 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 (2018) Urban Water Journal, 15 (8), pp. 769-779. Cited 19 times. http://www.tandf.co.uk/journals/titles/1573062X.asp doi: 10.1080/1573062X.2018.1540711Hurtado-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 (2021) Water (Switzerland), 13 (18), art. no. 2526. Cited 8 times. https://www.mdpi.com/2073-4441/13/18/2526/pdf doi: 10.3390/w13182526Besharat, 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 (2020) Journal of Hydraulic Research, 58 (4), pp. 553-565. Cited 16 times. http://www.tandfonline.com/toc/tjhr20/current doi: 10.1080/00221686.2019.1625819Liou, C.P., Hunt, W.A. Filling of pipelines with undulating elevation profiles (Open Access) (1996) Journal of Hydraulic Engineering, 122 (10), pp. 534-539. Cited 83 times. http://ascelibrary.org/journal/jhend8 doi: 10.1061/(ASCE)0733-9429(1996)122:10(534)Izquierdo, J., Fuertes, V.S., Cabrera, E., Iglesias, P.L., García-Serra, J. Pipeline start-up with entrapped air (1999) Journal of Hydraulic Research, 37 (5), pp. 579-590. Cited 91 times. http://www.tandfonline.com/toc/tjhr20/current doi: 10.1080/00221689909498518Martins, 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 (2017) Journal of Hydraulic Research, 55 (4), pp. 506-519. Cited 33 times. http://www.tandfonline.com/toc/tjhr20/current doi: 10.1080/00221686.2016.1275046Zhou, L., Liu, D. Experimental investigation of entrapped air pocket in a partially full water pipe (Open Access) (2013) Journal of Hydraulic Research, 51 (4), pp. 469-474. Cited 37 times. doi: 10.1080/00221686.2013.785985Zhou, L., Liu, D., Karney, B. Investigation of hydraulic transients of two entrapped air pockets in a water pipeline (Open Access) (2013) Journal of Hydraulic Engineering, 139 (9), pp. 949-959. Cited 79 times. doi: 10.1061/(ASCE)HY.1943-7900.0000750Fuertes-Miquel, V.S., López-Jiménez, P.A., Martínez-Solano, F.J., López-Patiño, G. Numerical modelling of pipelines with air pockets and air valves (2016) Canadian Journal of Civil Engineering, 43 (12), pp. 1052-1061. Cited 23 times. http://www.nrcresearchpress.com/loi/cjce doi: 10.1139/cjce-2016-0209Chapra, S., Canale, R. (2015) Numerical Methods for Engineers. Cited 3376 times. 7th ed., Mcgraw-Hill Education, Cop, New York, NY, USAStoer, J., Bulirsch, R. (2011) Introduction to Numerical Analysis. Cited 4858 times. Springer, New York, NY, USA, London, UKZill, D. (2016) Differential Equations with Boundary-Value Problems. Cited 207 times. Cengage Learning, Melbourne, AustraliaSuribabu, C.R. Location and sizing of scour valves in water distribution network (Open Access) (2009) ISH Journal of Hydraulic Engineering, 15 (2), pp. 118-130. Cited 3 times. doi: 10.1080/09715010.2009.10514945Suribabu, C.R. Optimal Location and Sizing of Scour Valves in Water Distribution Networks (Open Access) (2020) Journal of Pipeline Systems Engineering and Practice, 11 (1), art. no. 04019056. Cited 3 times. http://www.asce.org/Journal.aspx?id=2147486725 doi: 10.1061/(ASCE)PS.1949-1204.0000437Fuertes-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 (Open Access) (2019) Journal of Hydraulic Research, 57 (3), pp. 318-326. 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