Effects of water inlet configuration in a service reservoir applying CFD modelling

En este estudio se evaluó mediante simulación numérica la influencia del cambio en la configuración de entrada de agua sobre el patrón de flujo, condiciones de mezcla y decaimiento del cloro residual libre en un tanque de compensación de una red de distribución de agua potable. Se establecieron cuat...

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Autores:: Laín Beatove, Santiago
Cruz Vélez, Camilo Hernán
Torres Lozada, Patricia
Escobar Rivera, Juan Carlos
Montoya Pachongo, Carolina

Tipo de recurso:: Article of journal

Fecha de publicación:: 2016

Institución:: Universidad Autónoma de Occidente

Repositorio:: RED: Repositorio Educativo Digital UAO

Idioma:: spa

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dc.title.eng.fl_str_mv	Effects of water inlet configuration in a service reservoir applying CFD modelling
dc.title.alternative.spa.fl_str_mv	Efecto de la configuración de entrada de agua en un tanque de compensación aplicando modelación CFD
title	Effects of water inlet configuration in a service reservoir applying CFD modelling
spellingShingle	Effects of water inlet configuration in a service reservoir applying CFD modelling Red de agua potable Estructuras hidráulicas Drinking water nets Hydraulic structures Dinámica de fluidos Modelos matemáticos Fluid dynamics Mathematical models Dinámica de fluidos computacional CFD Cloro residual libre Tiempo de mezcla Flujo de momento Tanque de compensación Trazador Computational fluid dynamics CFD Free residual chlorine Mixing time, Mentum flow Service reservoir Tracer
title_short	Effects of water inlet configuration in a service reservoir applying CFD modelling
title_full	Effects of water inlet configuration in a service reservoir applying CFD modelling
title_fullStr	Effects of water inlet configuration in a service reservoir applying CFD modelling
title_full_unstemmed	Effects of water inlet configuration in a service reservoir applying CFD modelling
title_sort	Effects of water inlet configuration in a service reservoir applying CFD modelling
dc.creator.fl_str_mv	Laín Beatove, Santiago Cruz Vélez, Camilo Hernán Torres Lozada, Patricia Escobar Rivera, Juan Carlos Montoya Pachongo, Carolina
dc.contributor.author.none.fl_str_mv	Laín Beatove, Santiago Cruz Vélez, Camilo Hernán Torres Lozada, Patricia Escobar Rivera, Juan Carlos Montoya Pachongo, Carolina
dc.subject.lemb.spa.fl_str_mv	Red de agua potable Estructuras hidráulicas
topic	Red de agua potable Estructuras hidráulicas Drinking water nets Hydraulic structures Dinámica de fluidos Modelos matemáticos Fluid dynamics Mathematical models Dinámica de fluidos computacional CFD Cloro residual libre Tiempo de mezcla Flujo de momento Tanque de compensación Trazador Computational fluid dynamics CFD Free residual chlorine Mixing time, Mentum flow Service reservoir Tracer
dc.subject.lemb.eng.fl_str_mv	Drinking water nets Hydraulic structures
dc.subject.armarc.spa.fl_str_mv	Dinámica de fluidos Modelos matemáticos
dc.subject.armarc.eng.fl_str_mv	Fluid dynamics Mathematical models
dc.subject.proposal.spa.fl_str_mv	Dinámica de fluidos computacional CFD Cloro residual libre Tiempo de mezcla Flujo de momento Tanque de compensación
dc.subject.proposal.none.fl_str_mv	Trazador
dc.subject.proposal.eng.fl_str_mv	Computational fluid dynamics CFD Free residual chlorine Mixing time, Mentum flow Service reservoir Tracer
description	En este estudio se evaluó mediante simulación numérica la influencia del cambio en la configuración de entrada de agua sobre el patrón de flujo, condiciones de mezcla y decaimiento del cloro residual libre en un tanque de compensación de una red de distribución de agua potable. Se establecieron cuatro escenarios, tres presentaron diferencias en el nivel de agua y velocidad de flujo y el cuarto escenario evaluó la influencia de la configuración de entrada, el flujo de momento y nivel del agua sobre las condiciones hidrodinámicas en el tanque de compensación. La distribución de cuatro boquillas de 152,4 mm de diámetro fue identificada como una medida viable para preservar la calidad del agua en este tipo de estructuras hidráulicas
publishDate	2016
dc.date.issued.none.fl_str_mv	2016
dc.date.accessioned.none.fl_str_mv	2019-09-17T17:59:04Z
dc.date.available.none.fl_str_mv	2019-09-17T17:59:04Z
dc.type.spa.fl_str_mv	Artículo de revista
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dc.relation.citationedition.spa.fl_str_mv	Volumen 36, número 1, (enero-junio, 2016)
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dc.relation.cites.spa.fl_str_mv	Montoya-Pachongo, C, Laín-Beatove, S., Torres-Lozada, P., Cruz-Vélez, C., & Escobar-Rivera, J. (2016). Effects of water inlet configuration in a service reservoir applying cfd modelling. Ingeniería e investigación, 36(1), pp.31-40. DOI: http://dx.doi.org/10.15446/ing.investig.v36n1.50631
dc.relation.ispartofjournal.spa.fl_str_mv	Ingeniería e investigación
dc.relation.references.spa.fl_str_mv	Angeloudis, A., Stoesser, T., Kim, D. & Falconer, R.A. (2014). Predicting the disinfection efficiency range in chlorine contact tanks through a CFD-based approach. Water Research, 60(10), 118-129. DOI: 10.1016/j.watres.2014.04.037 Duer, J. M. (2003). Use of CFD to analyze the effects of buoyant inlet jets on mixing standpipes. AWWA. AWWA Annual Conference and Exposition. Anaheim, United States EMCALI EICE ESP and Universidad del Valle. (2007). Investigación y desarrollo de estrategias para reducción del riesgo sanitario en la red de distribución abastecida con agua tratada del río Cauca. Informe final - Tomo I. (Unpublished investigation proyect).Universidad del Valle: Cali Fluent Inc. (2006). Fluent 6.3. User's Cuide. Lebanon: Fluent Inc. Retrieved from Grayman, M. W., Deininger, A. R., Green, A., Boulos, F. P., Bowcock, W. R. & Godwin, C. C. (1996). Water quality and mixing models for tanks and reservoirs. Journal AWWA, 88(77), 60-73 Grayman, M. W., Rossman, A. L., Deininger, D. C., Arnold, N. C. & Smith, F. J. (2004). Mixing and aging of water in distribution system storage facilities. Journal AWWA, 96(9), 70-80 Jaunâtre, J. (2013). Numerical simulation of three-dimensional flows in water storage tanks (M.Sc. dissertation). Retrieved from . (Report number TVVR-13/5010) Jayanti, S. (2001). Hydrodynamics of jet mixing in vessels. Chemical Engineering Science, 56(1), 193-210. DOI: 10.1016/S0009-2509(99)00588-6 Lain, S. & Aliod, R. (2000). Study of the Eulerian dispersed phase equations in non-uniform turbulent two-phase flows: Discussion and comparison with experiments. International Journal Heat Fluid Flow, 21(3), 374-380. DOI: 10.1016/S0142-727X(00)00023-0 Lansey, K. E. & Boulos, F. P. (2005). Comprehensive handbook on water quality analysis for distributions systems. California: MWH Soft Levenspiel O. (1999). Chemical Reaction Engineering. 3rd edition. New York: John Wiley & Sons Mahmood, F., Pimblett, G. J., Grace, O. G. & Grayman, M. G. (2005). Evaluation of water mixing characteristics in distribution system storage tanks. Journal AWWA, 97(3), 74-88 Ministerio de la Protección Social & Ministerio de Ambiente, Vivienda y Desarrollo Territorial. (2007). Resolución No. 2115 del 22 de junio. Retrieved from Montoya, C., Cruz, C.H., Torres, P., Lain, S. & Escobar, J.C. (2012). Evaluación de las condiciones de mezcla y su influencia sobre el cloro residual en tanques de compensación de un sistema de distribución de agua potable. Revista Ingeniería y Ciencia, 8(15), 9-30 Nordblom O. (2004). Mixing and stagnation in drinking water storage tanks (Doctoral dissertation), Chalmers University of Technology. (ISBN 91-7291-447-5) (Dr Nordblom sent his thesis by post to Carolina Montoya-Pachongo) Patiño, P., Cruz, C., Torres, P. & Lain, S. (2012). Hydrodynamic evaluation of a hydraulic clarifier through hydraulic behaviour indicators and simplified flow models. Ingeniería e Investigación, 32(1), 77-82 Poling, E. B., Thomson, H. G., Friend, G. D., Rowley, L. R. & Vincent, W. W. (2007). Physical and Chemical Data. In D. W. Green & R. H. Perry (Eds.) Perry's chemical engineers' handbook. New York: Mc Graw Hill Roache, P. J. (1998). Verification and validation in computational science and engineering. Albuquerque: Hermosa Publishers Rossman, A. L. & Grayman, M. W. (1999). Scale-model studies of mixing in drinking water storage tanks. Journal of Environmental Engineering, 125(8), 755-761. DOI: 10.1061/ (asce)0733-9372(1999)125:8(755) Stamou, A. (2008). Improving the hydraulic efficiency of water process tanks using CFD models. (2008). Chemical Engineering and Processing: Process Intensification, 47(8), 1 179-1189. DOI: 10.1016/j.cep.2007.02.033 Tian, X. & Roberts, P. J. W. (2008). Mixing in water storage tanks. I: no buoyancy effects. Journal of Environmental Engineering, 134(12), 974-985. DOI: /10.1061/ (ASCE) 0733-9372(2008)134:12(986) Van der Walt, J. J. (2002). The modelling of water treatment process tanks (Doctoral dissertation). Retrieved from . (Identifier uj: 2269) Zhang, J., Lee, H., Khoo, B., Teo, C., Haja, N. & Peng, K. (2011). Modelling and simulations of flow pattern, chlorine concentration, and mean age distributions in potable water service reservoir of Singapore. Journal of Environmental Engineering, 137(7), 575-584. DOI: 10.1061/ (ASCE) EE.1943-7870.0000359 Zhang, J., Khoo, B., Lee, H., Teo, C., Haja, N. & Peng, K. (2013). Numerical simulation and assessment of the effects of operation and baffling on a potable water service reservoir. Journal of Environmental Engineering, 139(3), 341-348. DOI: 10.1061/ (ASCE) EE.1943-7870.0000629 Zhang, J., Tejada-Martinez, A.E., Zhang, Q. (2014a). Developments in computational fluid dynamics-based modeling for disinfection technologies over the last two decades: A review. Journal Environmental Modelling & Software, 58(8), 71-85. DOI: 10.1016/j.envsoft.2014.04.003 Zhang, J., Lee, H., Khoo, B., Peng, K., Zhong, L., Khang C. & Ba, T. (2014b). Shape effect on mixing and age distributions in service reservoirs. Journal AWWA, 106(11), E481-E491. DOI: 10.5942/jawwa.2014.106.0094
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spelling	Laín Beatove, Santiagovirtual::2577-1Cruz Vélez, Camilo Hernánb8ee6e58e5522a1bc3217c058819c8e8Torres Lozada, Patricia19d1c3f4ec42a2d557905872afe48477Escobar Rivera, Juan Carlos66b6b2827c9c13f8752aef1643732731Montoya Pachongo, Carolinaffcdb86264f9815c8bbc9b4389662b3eCali, ColombiaUniversidad Autónoma de Occidente. Calle 25 115-85. Km 2 vía Cali-Jamundí2019-09-17T17:59:04Z2019-09-17T17:59:04Z201601205609http://hdl.handle.net/10614/11112https://doi.org/10.15446/ing.investig.v36n1.50631En este estudio se evaluó mediante simulación numérica la influencia del cambio en la configuración de entrada de agua sobre el patrón de flujo, condiciones de mezcla y decaimiento del cloro residual libre en un tanque de compensación de una red de distribución de agua potable. Se establecieron cuatro escenarios, tres presentaron diferencias en el nivel de agua y velocidad de flujo y el cuarto escenario evaluó la influencia de la configuración de entrada, el flujo de momento y nivel del agua sobre las condiciones hidrodinámicas en el tanque de compensación. La distribución de cuatro boquillas de 152,4 mm de diámetro fue identificada como una medida viable para preservar la calidad del agua en este tipo de estructuras hidráulicasThis study investigated the state of a service reservoir of a drinking water distribution network. Numerical simulation was applied to establish its flow pattern, mixing conditions, and free residual chlorine decay. The influence of the change in the water inlet configuration on these characteristics was evaluated. Four scenarios were established with different water level and flow rate as the differences between the first three scenarios. The fourth scenario was evaluated to assess the influence of the inlet configuration, momentum flow and water level on hydrodynamic conditions within the service reservoir. The distribution of four nozzles of 152.4 mm diameter was identified as a viable measure to preserve the water quality in this type of hydraulic structuresapplication/pdfpáginas 31-40spaUniversidad Nacional de Colombia. Facultad de IngenieríaDerechos Reservados - Universidad Autónoma de Occidentehttps://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)http://purl.org/coar/access_right/c_abf2instname:Universidad Autónoma de Occidentereponame:Repositorio Institucional UAOEffects of water inlet configuration in a service reservoir applying CFD modellingEfecto de la configuración de entrada de agua en un tanque de compensación aplicando modelación CFDArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTREFinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Red de agua potableEstructuras hidráulicasDrinking water netsHydraulic structuresDinámica de fluidosModelos matemáticosFluid dynamicsMathematical modelsDinámica de fluidos computacionalCFDCloro residual libreTiempo de mezclaFlujo de momentoTanque de compensaciónTrazadorComputational fluid dynamicsCFDFree residual chlorineMixing time, Mentum flowService reservoirTracerVolumen 36, número 1, (enero-junio, 2016)4013136Montoya-Pachongo, C, Laín-Beatove, S., Torres-Lozada, P., Cruz-Vélez, C., & Escobar-Rivera, J. (2016). Effects of water inlet configuration in a service reservoir applying cfd modelling. Ingeniería e investigación, 36(1), pp.31-40. DOI: http://dx.doi.org/10.15446/ing.investig.v36n1.50631Ingeniería e investigaciónAngeloudis, A., Stoesser, T., Kim, D. & Falconer, R.A. (2014). Predicting the disinfection efficiency range in chlorine contact tanks through a CFD-based approach. Water Research, 60(10), 118-129. DOI: 10.1016/j.watres.2014.04.037Duer, J. M. (2003). Use of CFD to analyze the effects of buoyant inlet jets on mixing standpipes. AWWA. AWWA Annual Conference and Exposition. Anaheim, United StatesEMCALI EICE ESP and Universidad del Valle. (2007). Investigación y desarrollo de estrategias para reducción del riesgo sanitario en la red de distribución abastecida con agua tratada del río Cauca. Informe final - Tomo I. (Unpublished investigation proyect).Universidad del Valle: CaliFluent Inc. (2006). Fluent 6.3. User's Cuide. Lebanon: Fluent Inc. Retrieved from Grayman, M. W., Deininger, A. R., Green, A., Boulos, F. P., Bowcock, W. R. & Godwin, C. C. (1996). Water quality and mixing models for tanks and reservoirs. Journal AWWA, 88(77), 60-73Grayman, M. W., Rossman, A. L., Deininger, D. C., Arnold, N. C. & Smith, F. J. (2004). Mixing and aging of water in distribution system storage facilities. Journal AWWA, 96(9), 70-80Jaunâtre, J. (2013). Numerical simulation of three-dimensional flows in water storage tanks (M.Sc. dissertation). Retrieved from . (Report number TVVR-13/5010)Jayanti, S. (2001). Hydrodynamics of jet mixing in vessels. Chemical Engineering Science, 56(1), 193-210. DOI: 10.1016/S0009-2509(99)00588-6Lain, S. & Aliod, R. (2000). Study of the Eulerian dispersed phase equations in non-uniform turbulent two-phase flows: Discussion and comparison with experiments. International Journal Heat Fluid Flow, 21(3), 374-380. DOI: 10.1016/S0142-727X(00)00023-0Lansey, K. E. & Boulos, F. P. (2005). Comprehensive handbook on water quality analysis for distributions systems. California: MWH SoftLevenspiel O. (1999). Chemical Reaction Engineering. 3rd edition. New York: John Wiley & SonsMahmood, F., Pimblett, G. J., Grace, O. G. & Grayman, M. G. (2005). Evaluation of water mixing characteristics in distribution system storage tanks. Journal AWWA, 97(3), 74-88Ministerio de la Protección Social & Ministerio de Ambiente, Vivienda y Desarrollo Territorial. (2007). Resolución No. 2115 del 22 de junio. Retrieved from Montoya, C., Cruz, C.H., Torres, P., Lain, S. & Escobar, J.C. (2012). Evaluación de las condiciones de mezcla y su influencia sobre el cloro residual en tanques de compensación de un sistema de distribución de agua potable. Revista Ingeniería y Ciencia, 8(15), 9-30Nordblom O. (2004). Mixing and stagnation in drinking water storage tanks (Doctoral dissertation), Chalmers University of Technology. (ISBN 91-7291-447-5) (Dr Nordblom sent his thesis by post to Carolina Montoya-Pachongo)Patiño, P., Cruz, C., Torres, P. & Lain, S. (2012). Hydrodynamic evaluation of a hydraulic clarifier through hydraulic behaviour indicators and simplified flow models. Ingeniería e Investigación, 32(1), 77-82Poling, E. B., Thomson, H. G., Friend, G. D., Rowley, L. R. & Vincent, W. W. (2007). Physical and Chemical Data. In D. W. Green & R. H. Perry (Eds.) Perry's chemical engineers' handbook. New York: Mc Graw HillRoache, P. J. (1998). Verification and validation in computational science and engineering. Albuquerque: Hermosa PublishersRossman, A. L. & Grayman, M. W. (1999). Scale-model studies of mixing in drinking water storage tanks. Journal of Environmental Engineering, 125(8), 755-761. DOI: 10.1061/ (asce)0733-9372(1999)125:8(755)Stamou, A. (2008). Improving the hydraulic efficiency of water process tanks using CFD models. (2008). Chemical Engineering and Processing: Process Intensification, 47(8), 1 179-1189. DOI: 10.1016/j.cep.2007.02.033Tian, X. & Roberts, P. J. W. (2008). Mixing in water storage tanks. I: no buoyancy effects. Journal of Environmental Engineering, 134(12), 974-985. DOI: /10.1061/ (ASCE) 0733-9372(2008)134:12(986)Van der Walt, J. J. (2002). The modelling of water treatment process tanks (Doctoral dissertation). Retrieved from . (Identifier uj: 2269)Zhang, J., Lee, H., Khoo, B., Teo, C., Haja, N. & Peng, K. (2011). Modelling and simulations of flow pattern, chlorine concentration, and mean age distributions in potable water service reservoir of Singapore. Journal of Environmental Engineering, 137(7), 575-584. DOI: 10.1061/ (ASCE) EE.1943-7870.0000359Zhang, J., Khoo, B., Lee, H., Teo, C., Haja, N. & Peng, K. (2013). Numerical simulation and assessment of the effects of operation and baffling on a potable water service reservoir. Journal of Environmental Engineering, 139(3), 341-348. DOI: 10.1061/ (ASCE) EE.1943-7870.0000629Zhang, J., Tejada-Martinez, A.E., Zhang, Q. (2014a). Developments in computational fluid dynamics-based modeling for disinfection technologies over the last two decades: A review. Journal Environmental Modelling & Software, 58(8), 71-85. DOI: 10.1016/j.envsoft.2014.04.003Zhang, J., Lee, H., Khoo, B., Peng, K., Zhong, L., Khang C. & Ba, T. (2014b). Shape effect on mixing and age distributions in service reservoirs. Journal AWWA, 106(11), E481-E491. 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Effects of water inlet configuration in a service reservoir applying CFD modelling

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