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Incomplete Mixing Model at Cross-Junctions in Epanet by Polynomial Equations

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Incomplete Mixing Model at Cross-Junctions in Epanet by Polynomial Equations

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Hernández Cervantes, D.; López Jiménez, PA.; Arciniega Nevárez, JA.; Delgado Galván, X.; Jiménez Magaña, MR.; Pérez-Sánchez, M.; Mora Rodríguez, JDJ. (2021). Incomplete Mixing Model at Cross-Junctions in Epanet by Polynomial Equations. Water. 13(4):1-20. https://doi.org/10.3390/w13040453

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Título: Incomplete Mixing Model at Cross-Junctions in Epanet by Polynomial Equations
Autor: Hernández Cervantes, Daniel López Jiménez, Petra Amparo Arciniega Nevárez, José Antonio Delgado Galván, Xitlali Jiménez Magaña, Martín Rubén Pérez-Sánchez, Modesto Mora Rodríguez, José de Jesús
Entidad UPV: Universitat Politècnica de València. Departamento de Ingeniería Hidráulica y Medio Ambiente - Departament d'Enginyeria Hidràulica i Medi Ambient
Fecha difusión:
Resumen:
[EN] In Water Distribution Networks (WDN), the water quality could become vulnerable due to several operational and temporal factors. Epanet is a hydraulic and water quality simulation software, widely used, to preserve ...[+]
Palabras clave: Water quality , Water distribution networks , Computational fluid dynamics
Derechos de uso: Reconocimiento (by)
Fuente:
Water. (issn: 2073-4441 )
DOI: 10.3390/w13040453
Editorial:
MDPI AG
Versión del editor: https://doi.org/10.3390/w13040453
Agradecimientos:
To CONACYT for the scholarship of the first author Daniel Hernández; to Rubén Martínez, laboratory technician of the Universidad de Guanajuato, and to PROMEP projects of authors Jesús Mora, Xitlali Delgado, and Antonio Arciniega.[+]
Tipo: Artículo

References

Knobelsdorf Miranda, J., & Mujeriego Sahuquillo, R. (1997). Crecimiento bacteriano en las redes de distribución de agua potable: una revisión bibliográfica. Ingeniería del agua, 4(2). doi:10.4995/ia.1997.2719

Grbčić, L., Kranjčević, L., Lučin, I., & Sikirica, A. (2021). Large Eddy Simulation of turbulent fluid mixing in double-tee junctions. Ain Shams Engineering Journal, 12(1), 789-797. doi:10.1016/j.asej.2020.06.004

Hernández-Cervantes, D., Delgado-Galván, X., Nava, J., López-Jiménez, P., Rosales, M., & Mora Rodríguez, J. (2018). Validation of a Computational Fluid Dynamics Model for a Novel Residence Time Distribution Analysis in Mixing at Cross-Junctions. Water, 10(6), 733. doi:10.3390/w10060733 [+]
Knobelsdorf Miranda, J., & Mujeriego Sahuquillo, R. (1997). Crecimiento bacteriano en las redes de distribución de agua potable: una revisión bibliográfica. Ingeniería del agua, 4(2). doi:10.4995/ia.1997.2719

Grbčić, L., Kranjčević, L., Lučin, I., & Sikirica, A. (2021). Large Eddy Simulation of turbulent fluid mixing in double-tee junctions. Ain Shams Engineering Journal, 12(1), 789-797. doi:10.1016/j.asej.2020.06.004

Hernández-Cervantes, D., Delgado-Galván, X., Nava, J., López-Jiménez, P., Rosales, M., & Mora Rodríguez, J. (2018). Validation of a Computational Fluid Dynamics Model for a Novel Residence Time Distribution Analysis in Mixing at Cross-Junctions. Water, 10(6), 733. doi:10.3390/w10060733

Mompremier, R., Pelletier, G., Fuentes Mariles, Ó. A., & Ghebremichael, K. (2015). Impact of incomplete mixing in the prediction of chlorine residuals in municipal water distribution systems. Journal of Water Supply: Research and Technology - Aqua, 64(8), 904-914. doi:10.2166/aqua.2015.148

Shao, Y., Jeffrey Yang, Y., Jiang, L., Yu, T., & Shen, C. (2014). Experimental testing and modeling analysis of solute mixing at water distribution pipe junctions. Water Research, 56, 133-147. doi:10.1016/j.watres.2014.02.053

Paez, N., Saldarriaga, J., & Bohorquez, J. (2017). Water Quality Modeling Considering Incomplete Mixing in Extended Periods. Procedia Engineering, 186, 54-60. doi:10.1016/j.proeng.2017.03.207

Ho, C. K. (2008). Solute Mixing Models for Water-Distribution Pipe Networks. Journal of Hydraulic Engineering, 134(9), 1236-1244. doi:10.1061/(asce)0733-9429(2008)134:9(1236)

Yu, T. C., Shao, Y., & Shen, C. (2014). Mixing at Cross Joints with Different Pipe Sizes in Water Distribution Systems. Journal of Water Resources Planning and Management, 140(5), 658-665. doi:10.1061/(asce)wr.1943-5452.0000372

Shao, Y., Zhao, L., Yang, Y. J., Zhang, T., & Ye, M. (2019). Experimentally Determined Solute Mixing under Laminar and Transitional Flows at Junctions in Water Distribution Systems. Advances in Civil Engineering, 2019, 1-10. doi:10.1155/2019/3686510

Austin, R. G., Waanders, B. van B., McKenna, S., & Choi, C. Y. (2008). Mixing at Cross Junctions in Water Distribution Systems. II: Experimental Study. Journal of Water Resources Planning and Management, 134(3), 295-302. doi:10.1061/(asce)0733-9496(2008)134:3(295)

Song, I., Romero-Gomez, P., & Choi, C. Y. (2009). Experimental Verification of Incomplete Solute Mixing in a Pressurized Pipe Network with Multiple Cross Junctions. Journal of Hydraulic Engineering, 135(11), 1005-1011. doi:10.1061/(asce)hy.1943-7900.0000095

Romero-Gomez, P., Choi, C. Y., van Bloemen Waanders, B., & McKenna, S. (2008). Transport Phenomena at Intersections of Pressurized Pipe Systems. Water Distribution Systems Analysis Symposium 2006. doi:10.1061/40941(247)155

Romero-Gomez, P., Ho, C. K., & Choi, C. Y. (2008). Mixing at Cross Junctions in Water Distribution Systems. I: Numerical Study. Journal of Water Resources Planning and Management, 134(3), 285-294. doi:10.1061/(asce)0733-9496(2008)134:3(285)

Ho, C. K., & O’Rear, L. (2009). Evaluation of solute mixing in water distribution pipe junctions. Journal - American Water Works Association, 101(9), 116-127. doi:10.1002/j.1551-8833.2009.tb09964.x

Andrade, M. A., Rojano, F., Romero-Gomez, P., & Choi, C. Y. (2011). Integrated Water Quality Modeling of Water Distribution Systems. Water Distribution Systems Analysis 2010. doi:10.1061/41203(425)63

Hernández Cervantes, D., Mora Rodríguez, J., Delgado Galván, X., Ortiz Medel, J., & Jiménez Magaña, M. R. (2015). Optimal use of chlorine in water distribution networks based on specific locations of booster chlorination: analyzing conditions in Mexico. Water Supply, 16(2), 493-505. doi:10.2166/ws.2015.161

Boccelli, D. L., Tryby, M. E., Uber, J. G., & Summers, R. S. (2003). A reactive species model for chlorine decay and THM formation under rechlorination conditions. Water Research, 37(11), 2654-2666. doi:10.1016/s0043-1354(03)00067-8

Jabari Kohpaei, A., & Sathasivan, A. (2011). Chlorine decay prediction in bulk water using the parallel second order model: An analytical solution development. Chemical Engineering Journal, 171(1), 232-241. doi:10.1016/j.cej.2011.03.034

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