Assessing economic implications of transitional flow constraints in the optimized design of sewer networks
A fundamental aspect of sewer network design involves the application of constraints to ensure optimal performance. One such constraint that has not been widely applied is the constraint for transitional flow. Transitional flow is characterized by an unstable surface that can lead to the pressurizat...
- Autores:
-
Rivero Kamaico, Francisco Javier
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2024
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/74874
- Acceso en línea:
- https://hdl.handle.net/1992/74874
- Palabra clave:
- Transitional flow
Froude number
Optimized design of sewer networks
Hydraulics
Reliable sewer network designs
Ingeniería
- Rights
- openAccess
- License
- Attribution-NoDerivatives 4.0 International
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Assessing economic implications of transitional flow constraints in the optimized design of sewer networks |
| title |
Assessing economic implications of transitional flow constraints in the optimized design of sewer networks |
| spellingShingle |
Assessing economic implications of transitional flow constraints in the optimized design of sewer networks Transitional flow Froude number Optimized design of sewer networks Hydraulics Reliable sewer network designs Ingeniería |
| title_short |
Assessing economic implications of transitional flow constraints in the optimized design of sewer networks |
| title_full |
Assessing economic implications of transitional flow constraints in the optimized design of sewer networks |
| title_fullStr |
Assessing economic implications of transitional flow constraints in the optimized design of sewer networks |
| title_full_unstemmed |
Assessing economic implications of transitional flow constraints in the optimized design of sewer networks |
| title_sort |
Assessing economic implications of transitional flow constraints in the optimized design of sewer networks |
| dc.creator.fl_str_mv |
Rivero Kamaico, Francisco Javier |
| dc.contributor.advisor.none.fl_str_mv |
Saldarriaga Valderrama, Juan Guillermo |
| dc.contributor.author.none.fl_str_mv |
Rivero Kamaico, Francisco Javier |
| dc.contributor.researchgroup.none.fl_str_mv |
Facultad de Ingeniería::Centro de Investigaciones en Acueductos y Alcantarillados - Ciacua |
| dc.subject.keyword.eng.fl_str_mv |
Transitional flow Froude number Optimized design of sewer networks Hydraulics Reliable sewer network designs |
| topic |
Transitional flow Froude number Optimized design of sewer networks Hydraulics Reliable sewer network designs Ingeniería |
| dc.subject.themes.spa.fl_str_mv |
Ingeniería |
| description |
A fundamental aspect of sewer network design involves the application of constraints to ensure optimal performance. One such constraint that has not been widely applied is the constraint for transitional flow. Transitional flow is characterized by an unstable surface that can lead to the pressurization of a pipe, which can result in a system collapse. This research focuses on determining the cost implications of incorporating this constraint. Various designs were developed using the UTOPIA software across different case studies. The results indicate that integrating this constraint does not significantly increase the cost of the hydraulic design of sewer networks. Moreover, this constraint enhances the reliability of sewer networks. |
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2024 |
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2024-08-01T20:15:13Z |
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2024-08-01T20:15:13Z |
| dc.date.issued.none.fl_str_mv |
2024-07-17 |
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Trabajo de grado - Pregrado |
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instname:Universidad de los Andes |
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eng |
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eng |
| dc.relation.references.none.fl_str_mv |
Bermúdez, G. (2023). Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology. Universidad de los Andes. Duque, N. (2015). Metodología para el Diseño Optimizado de Redes de Alcantarillado. (Methodology to Design Optimal Sewer Networks). Universidad de los Andes. Gargano, R., & Hager, W. H. (2002). Undular Hydraulics Jumps in Circular Conduits. Journal of Hydraulic Engineering. González, S. (2016). Entendimiento del Flujo Cuasicrítico y su Efecto sobre el Diseño Optimizado de Redes de Drenaje Urbano. (Understanding Transitional Flow and its Effect on the Optimized Design of Sewer Networks). Universidad de los Andes. Hager, W. (2010). Wastewater Hydraulics Theory and Practice. Zurich: Springer. Li, G., & Matthew, R. (1990). New Approach for Optimization of Urban Drainage Systems. Journal of Environmental Engineering, 927-944. Marú, A. (2018). Diseño Optimizado de Tuberías en Serie en Sistemas de Alcantarillado Incluyendo Estructuras de Caída. Universidad de los Andes. Maurer, M., Wolfram, M., & Anja, H. (2010). Factors Affecting Economies of Scale in Combined Sewer Systems. Water Science and Technology. Moeini, R., & Afshar, M. H. (2019). Extension of the Hybrid Ant Colony Optimization Algorithm for Layout and Size Optimization of Sewer Networks. Journal of Environmental Informatics. (2016). RAS, Chapter D. Bogotá. Sturm, T. W. (2021). Specific Energy. En Open Channel Hydraulics. New York: McGraw Hill. Zambrano, J. (2019). Diseño Optimizado de Redes de Drenaje Urbano. Casos de Estudio Variando la Topografía del Terreno, la Densidad de Viviendas, los Coeficientes de Impermeabilidad y la Rugosidad de las Tuberías. Universidad de los Andes. |
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52 páginas |
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application/pdf application/pdf |
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Universidad de los Andes |
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Ingeniería Civil |
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Facultad de Ingeniería |
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Departamento de Ingeniería Civil y Ambiental |
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Universidad de los Andes |
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Saldarriaga Valderrama, Juan Guillermovirtual::19548-1Rivero Kamaico, Francisco JavierFacultad de Ingeniería::Centro de Investigaciones en Acueductos y Alcantarillados - Ciacua2024-08-01T20:15:13Z2024-08-01T20:15:13Z2024-07-17https://hdl.handle.net/1992/74874instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/A fundamental aspect of sewer network design involves the application of constraints to ensure optimal performance. One such constraint that has not been widely applied is the constraint for transitional flow. Transitional flow is characterized by an unstable surface that can lead to the pressurization of a pipe, which can result in a system collapse. This research focuses on determining the cost implications of incorporating this constraint. Various designs were developed using the UTOPIA software across different case studies. The results indicate that integrating this constraint does not significantly increase the cost of the hydraulic design of sewer networks. Moreover, this constraint enhances the reliability of sewer networks.Pregrado52 páginasapplication/pdfapplication/pdfengUniversidad de los AndesIngeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalAttribution-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Assessing economic implications of transitional flow constraints in the optimized design of sewer networksTrabajo de grado - Pregradoinfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_7a1fTexthttp://purl.org/redcol/resource_type/TPTransitional flowFroude numberOptimized design of sewer networksHydraulicsReliable sewer network designsIngenieríaBermúdez, G. (2023). Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology. Universidad de los Andes.Duque, N. (2015). Metodología para el Diseño Optimizado de Redes de Alcantarillado. (Methodology to Design Optimal Sewer Networks). Universidad de los Andes.Gargano, R., & Hager, W. H. (2002). Undular Hydraulics Jumps in Circular Conduits. Journal of Hydraulic Engineering.González, S. (2016). Entendimiento del Flujo Cuasicrítico y su Efecto sobre el Diseño Optimizado de Redes de Drenaje Urbano. (Understanding Transitional Flow and its Effect on the Optimized Design of Sewer Networks). Universidad de los Andes.Hager, W. (2010). Wastewater Hydraulics Theory and Practice. Zurich: Springer.Li, G., & Matthew, R. (1990). New Approach for Optimization of Urban Drainage Systems. Journal of Environmental Engineering, 927-944.Marú, A. (2018). Diseño Optimizado de Tuberías en Serie en Sistemas de Alcantarillado Incluyendo Estructuras de Caída. Universidad de los Andes.Maurer, M., Wolfram, M., & Anja, H. (2010). Factors Affecting Economies of Scale in Combined Sewer Systems. Water Science and Technology.Moeini, R., & Afshar, M. H. (2019). Extension of the Hybrid Ant Colony Optimization Algorithm for Layout and Size Optimization of Sewer Networks. Journal of Environmental Informatics.(2016). RAS, Chapter D. Bogotá.Sturm, T. W. (2021). Specific Energy. En Open Channel Hydraulics. New York: McGraw Hill.Zambrano, J. (2019). Diseño Optimizado de Redes de Drenaje Urbano. Casos de Estudio Variando la Topografía del Terreno, la Densidad de Viviendas, los Coeficientes de Impermeabilidad y la Rugosidad de las Tuberías. 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