Optimal urban sewer network design for hilly regions: Effect of roughness in pipes
Documento tipo paper de diseño optimizado de alcantarillado en alta pendiente.
- Autores:
-
Acosta González, Santiago
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2023
- Institución:
- Universidad de los Andes
- Repositorio:
- Séneca: repositorio Uniandes
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uniandes.edu.co:1992/64630
- Acceso en línea:
- http://hdl.handle.net/1992/64630
- Palabra clave:
- Minimum cost design
High slope scenarios
Sewer network design
Drop manholes
Dynamic programming
Ingeniería
- Rights
- openAccess
- License
- Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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Optimal urban sewer network design for hilly regions: Effect of roughness in pipes |
| title |
Optimal urban sewer network design for hilly regions: Effect of roughness in pipes |
| spellingShingle |
Optimal urban sewer network design for hilly regions: Effect of roughness in pipes Minimum cost design High slope scenarios Sewer network design Drop manholes Dynamic programming Ingeniería |
| title_short |
Optimal urban sewer network design for hilly regions: Effect of roughness in pipes |
| title_full |
Optimal urban sewer network design for hilly regions: Effect of roughness in pipes |
| title_fullStr |
Optimal urban sewer network design for hilly regions: Effect of roughness in pipes |
| title_full_unstemmed |
Optimal urban sewer network design for hilly regions: Effect of roughness in pipes |
| title_sort |
Optimal urban sewer network design for hilly regions: Effect of roughness in pipes |
| dc.creator.fl_str_mv |
Acosta González, Santiago |
| dc.contributor.advisor.none.fl_str_mv |
Saldarriaga Valderrama, Juan Guillermo |
| dc.contributor.author.none.fl_str_mv |
Acosta González, Santiago |
| dc.subject.keyword.none.fl_str_mv |
Minimum cost design High slope scenarios Sewer network design Drop manholes Dynamic programming |
| topic |
Minimum cost design High slope scenarios Sewer network design Drop manholes Dynamic programming Ingeniería |
| dc.subject.themes.es_CO.fl_str_mv |
Ingeniería |
| description |
Documento tipo paper de diseño optimizado de alcantarillado en alta pendiente. |
| publishDate |
2023 |
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2023-02-03T18:50:58Z |
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2023-02-03T18:50:58Z |
| dc.date.issued.none.fl_str_mv |
2023-01-27 |
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Trabajo de grado - Pregrado |
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info:eu-repo/semantics/bachelorThesis |
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http://hdl.handle.net/1992/64630 |
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instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ |
| dc.language.iso.es_CO.fl_str_mv |
eng |
| language |
eng |
| dc.relation.references.es_CO.fl_str_mv |
Alfaisal, F., & W. Mays, L. (2021). Optimization Models for Layout and Pipe Design for Storm Sewer Systems. pp. 4841-4854. C. Steele, J., Mahoney, K., Karovic, O., & W. Mays, L. (2016). Heuristic Optimization Model for the Optimal Layout and Pipe Design of Sewer Systems. Water resources management, 1605-1620. Chanson MIARH, H. (2002). An experimental study of Roman dropshaft hydraulics. Journal of hydraulic research, 3-12. Crispino, G., Pfister, M., & gisonni, C. (2019). Hydraulic design aspects for supercritical flow in vortex drop shafts. Urban water journal, 225-234. Duque, N., Duque , D., Aguilar, A., & Saldarriaga, J. (2020). Sewer Network Layout Selection and Hydraulic Design Using a Mathematical Optimization Framework. Water. Granata, F., Marinis, G., & Gargano, R. (2015). Air-water flows in circular drop manholes. Urban water journal, 477-487. Hsie, M., ming-Yen, W., & Huang, C. Y. (2019). Optimal urban sewer layout design using Steiner tree problems. Engineering optimization , 17. Li, G., & Matthew, R. (1990). New Approach for Optimization of Urban Drainage Systems. Journal of environmental Engineering, 927-44. Maurer, M., Wolfram, M., & Anja, H. (2010). Factors affecting economies of scale in combined sewer systems. Water Sci Technol, 36-41. Moeni, R., & Afshar, M. (2012). Layout and size optimization of sanitary sewer network using intelligent ants. ELSEVIER, 49-62. Navin, P., & Mathur, Y. (2016). Layout and Component Size Optimization of Sewer Network Using Spanning Tree and Modified PSO Algorithm. European Water Resources Asociation , 3627-3643. Saldarriaga , J., Zambrano, J., Herrán, J., & Iglesias-Rey, P. L. (2021). Layout Selection for an Optimal Sewer Network Design Based on Land Topography, Streets Network Topology, and Inflows. Water. Zheng, F., Li, Y., Zhao, J., & An, J. (2017). Energy Dissipation in Circular Drop Manholes under Different Outflow Conditions. Water. |
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Attribution-NonCommercial-NoDerivatives 4.0 Internacional |
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openAccess |
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17 páginas |
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application/pdf |
| dc.publisher.es_CO.fl_str_mv |
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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Attribution-NonCommercial-NoDerivatives 4.0 Internacionalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Saldarriaga Valderrama, Juan Guillermovirtual::12618-1Acosta González, Santiagocde41201-724f-4411-8854-1fdd2d624b7d6002023-02-03T18:50:58Z2023-02-03T18:50:58Z2023-01-27http://hdl.handle.net/1992/64630instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/Documento tipo paper de diseño optimizado de alcantarillado en alta pendiente.This paper performs a study of the effect of roughness in sewerage networks located in areas of highland. Two case studies located in Bogotá, Colombia, are presented, which manages to analyse through tables and graphs the optimal trend relationship between cost and pipe roughness for high slope scenarios. This paper is presented as an extension study of "Optimal Sewer Network Design for Hilly Regions" proposed by professor Juan Saldarriaga, research engineer Juana Herrán and professor Pedro L.Iglesias-Rey. They presented a design method that includes drop manholes applied by graph theory to find the minimum cost and performing an energy dissipation role in order to comply the present restrictions established in the Colombian design regulations. The academic software Utopia is used, which adopts the mathematical and procedural principles established in the article "Sewer Network Layout Selection and Hydraulic Design Using a Mathematical Optimization Frmewok" authored by Natalia Duque, Daniel Duque, Andrés Aguilar and Juan Saldarriaga. The results obtained corroborate that the proposed methodology allows optimal sewer network design for hilly regions while complying with all hydraulic restrictions. Additionally, it allows to perform a criterion of the optimal materials in construction cost for a restricted range of slopes in mountainous areas.Ingeniero CivilPregradoHidráulica17 páginasapplication/pdfengUniversidad de los AndesIngeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalOptimal urban sewer network design for hilly regions: Effect of roughness in pipesTrabajo de grado - Pregradoinfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_7a1fTexthttp://purl.org/redcol/resource_type/TPMinimum cost designHigh slope scenariosSewer network designDrop manholesDynamic programmingIngenieríaAlfaisal, F., & W. Mays, L. (2021). Optimization Models for Layout and Pipe Design for Storm Sewer Systems. pp. 4841-4854.C. Steele, J., Mahoney, K., Karovic, O., & W. Mays, L. (2016). Heuristic Optimization Model for the Optimal Layout and Pipe Design of Sewer Systems. Water resources management, 1605-1620.Chanson MIARH, H. (2002). An experimental study of Roman dropshaft hydraulics. Journal of hydraulic research, 3-12.Crispino, G., Pfister, M., & gisonni, C. (2019). Hydraulic design aspects for supercritical flow in vortex drop shafts. Urban water journal, 225-234.Duque, N., Duque , D., Aguilar, A., & Saldarriaga, J. (2020). Sewer Network Layout Selection and Hydraulic Design Using a Mathematical Optimization Framework. Water.Granata, F., Marinis, G., & Gargano, R. (2015). Air-water flows in circular drop manholes. Urban water journal, 477-487.Hsie, M., ming-Yen, W., & Huang, C. Y. (2019). Optimal urban sewer layout design using Steiner tree problems. Engineering optimization , 17.Li, G., & Matthew, R. (1990). New Approach for Optimization of Urban Drainage Systems. Journal of environmental Engineering, 927-44.Maurer, M., Wolfram, M., & Anja, H. (2010). Factors affecting economies of scale in combined sewer systems. Water Sci Technol, 36-41.Moeni, R., & Afshar, M. (2012). Layout and size optimization of sanitary sewer network using intelligent ants. ELSEVIER, 49-62.Navin, P., & Mathur, Y. (2016). Layout and Component Size Optimization of Sewer Network Using Spanning Tree and Modified PSO Algorithm. European Water Resources Asociation , 3627-3643.Saldarriaga , J., Zambrano, J., Herrán, J., & Iglesias-Rey, P. L. (2021). Layout Selection for an Optimal Sewer Network Design Based on Land Topography, Streets Network Topology, and Inflows. Water.Zheng, F., Li, Y., Zhao, J., & An, J. (2017). Energy Dissipation in Circular Drop Manholes under Different Outflow Conditions. 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