Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology
This paper proposes a series of possible modifications to the methodology for the layout selection of an urban drainage system proposed by Saldarriaga, Zambrano, Herrán, & Iglesias-Rey. These modifications focus uniquely in the method they propose to determine the initial layout network, that is...
- Autores:
-
Bermúdez Gutiérrez, Gabriela
- 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:1992/66725
- Acceso en línea:
- http://hdl.handle.net/1992/66725
- Palabra clave:
- UTOPIA
Optimal sewer network design
Ingeniería
- Rights
- openAccess
- License
- Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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dc.title.none.fl_str_mv |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology |
title |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology |
spellingShingle |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology UTOPIA Optimal sewer network design Ingeniería |
title_short |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology |
title_full |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology |
title_fullStr |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology |
title_full_unstemmed |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology |
title_sort |
Optimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodology |
dc.creator.fl_str_mv |
Bermúdez Gutiérrez, Gabriela |
dc.contributor.advisor.none.fl_str_mv |
Saldarriaga Valderrama, Juan Guillermo |
dc.contributor.author.none.fl_str_mv |
Bermúdez Gutiérrez, Gabriela |
dc.contributor.researchgroup.es_CO.fl_str_mv |
CIACUA |
dc.subject.keyword.none.fl_str_mv |
UTOPIA Optimal sewer network design |
topic |
UTOPIA Optimal sewer network design Ingeniería |
dc.subject.themes.es_CO.fl_str_mv |
Ingeniería |
description |
This paper proposes a series of possible modifications to the methodology for the layout selection of an urban drainage system proposed by Saldarriaga, Zambrano, Herrán, & Iglesias-Rey. These modifications focus uniquely in the method they propose to determine the initial layout network, that is, the objective function that intends to generate a first approximation of the network's layout by modelling the land topography. The contribution of this paper in that research is the development of new criteria to define that initial layout. In this way, first, new ways of handling and combining topographic and topologic data (geometric information) are derived. Second, the inclusion of dissipated energy (energy in the form of mass) is introduced by considering the manhole inflows. Finally, a conjunction of the previous contributions (geometry and mass criteria) is used to define new criteria and observe their combined performance. These new criteria were tested in eight case studies: five slope variations of the Chicó sewer network proposed by Duque et al. and three other networks (Li and Matthew's, Moeini and Afshar's and Tunja's). The test of these changes in all of the case studies generated satisfactory results, succeeding to lower the construction cost of each network. These tests leaded to other conclusions, including: 1) there is not a unique criterion that generates the best result in all the scenarios; 2) the best criteria set depend on the topographic configuration of the network; 3) cost reductions are most significant in steeper topographies; 4) the inclusion of dissipated power generated outstanding results, among others. |
publishDate |
2023 |
dc.date.accessioned.none.fl_str_mv |
2023-05-18T13:00:49Z |
dc.date.available.none.fl_str_mv |
2023-05-18T13:00:49Z |
dc.date.issued.none.fl_str_mv |
2023-01-13 |
dc.type.es_CO.fl_str_mv |
Trabajo de grado - Pregrado |
dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/bachelorThesis |
dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
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http://purl.org/coar/resource_type/c_7a1f |
dc.type.content.es_CO.fl_str_mv |
Text |
dc.type.redcol.none.fl_str_mv |
http://purl.org/redcol/resource_type/TP |
format |
http://purl.org/coar/resource_type/c_7a1f |
status_str |
acceptedVersion |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/1992/66725 |
dc.identifier.instname.es_CO.fl_str_mv |
instname:Universidad de los Andes |
dc.identifier.reponame.es_CO.fl_str_mv |
reponame:Repositorio Institucional Séneca |
dc.identifier.repourl.es_CO.fl_str_mv |
repourl:https://repositorio.uniandes.edu.co/ |
url |
http://hdl.handle.net/1992/66725 |
identifier_str_mv |
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 |
Duque, N.; Duque, D.; Aguilar, A. & Saldarriaga, J. (2020). Sewer network layout selection and hydraulic design using a mathematical optimization framework. Water, 12, 3337. Li, G. & Matthew, R.G.S. (1990). New approach for optimization of urban drainage systems. J. Environ. Eng., 116, 927-944. Maurer, M.; Wolfram, M. & Anja, H. (2010). Factors affecting economies of scale in combined sewer systems. Water Sci. Technol., 62, 36-41. Moeini, R. & Afshar, M.H. (2018). Extension of the hybrid ant colony optimization algorithm for layout and size optimization of sewer networks. J. Environ. Inform. Saldarriaga, J.; Zambrano, J.; Herrán, J. & Iglesias-Rey, P. (2021). Layout Selection for an Optimal Sewer Network Design Based on Land Topography, Streets Network Topology, and Inflows. Water, 13, 2491 |
dc.rights.license.spa.fl_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 Internacional |
dc.rights.uri.*.fl_str_mv |
https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.coar.spa.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
rights_invalid_str_mv |
Attribution-NonCommercial-NoDerivatives 4.0 Internacional https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.extent.es_CO.fl_str_mv |
38 páginas |
dc.format.mimetype.es_CO.fl_str_mv |
application/pdf |
dc.publisher.es_CO.fl_str_mv |
Universidad de los Andes |
dc.publisher.program.es_CO.fl_str_mv |
Ingeniería Ambiental |
dc.publisher.faculty.es_CO.fl_str_mv |
Facultad de Ingeniería |
dc.publisher.department.es_CO.fl_str_mv |
Departamento de Ingeniería Civil y Ambiental |
institution |
Universidad de los Andes |
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Attribution-NonCommercial-NoDerivatives 4.0 Internacionalhttps://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Saldarriaga Valderrama, Juan Guillermovirtual::15791-1Bermúdez Gutiérrez, Gabriela248b6e3a-6f04-4f4d-a020-a105c26bbece600CIACUA2023-05-18T13:00:49Z2023-05-18T13:00:49Z2023-01-13http://hdl.handle.net/1992/66725instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/This paper proposes a series of possible modifications to the methodology for the layout selection of an urban drainage system proposed by Saldarriaga, Zambrano, Herrán, & Iglesias-Rey. These modifications focus uniquely in the method they propose to determine the initial layout network, that is, the objective function that intends to generate a first approximation of the network's layout by modelling the land topography. The contribution of this paper in that research is the development of new criteria to define that initial layout. In this way, first, new ways of handling and combining topographic and topologic data (geometric information) are derived. Second, the inclusion of dissipated energy (energy in the form of mass) is introduced by considering the manhole inflows. Finally, a conjunction of the previous contributions (geometry and mass criteria) is used to define new criteria and observe their combined performance. These new criteria were tested in eight case studies: five slope variations of the Chicó sewer network proposed by Duque et al. and three other networks (Li and Matthew's, Moeini and Afshar's and Tunja's). The test of these changes in all of the case studies generated satisfactory results, succeeding to lower the construction cost of each network. These tests leaded to other conclusions, including: 1) there is not a unique criterion that generates the best result in all the scenarios; 2) the best criteria set depend on the topographic configuration of the network; 3) cost reductions are most significant in steeper topographies; 4) the inclusion of dissipated power generated outstanding results, among others.Ingeniero AmbientalPregrado38 páginasapplication/pdfengUniversidad de los AndesIngeniería AmbientalFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalOptimal sewer network design using UTOPIA: Modifications in geometry and mass criteria of the current methodologyTrabajo de grado - Pregradoinfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_7a1fTexthttp://purl.org/redcol/resource_type/TPUTOPIAOptimal sewer network designIngenieríaDuque, N.; Duque, D.; Aguilar, A. & Saldarriaga, J. (2020). Sewer network layout selection and hydraulic design using a mathematical optimization framework. Water, 12, 3337.Li, G. & Matthew, R.G.S. (1990). New approach for optimization of urban drainage systems. J. Environ. Eng., 116, 927-944.Maurer, M.; Wolfram, M. & Anja, H. (2010). Factors affecting economies of scale in combined sewer systems. Water Sci. Technol., 62, 36-41.Moeini, R. & Afshar, M.H. (2018). Extension of the hybrid ant colony optimization algorithm for layout and size optimization of sewer networks. J. Environ. Inform.Saldarriaga, J.; Zambrano, J.; Herrán, J. & Iglesias-Rey, P. (2021). Layout Selection for an Optimal Sewer Network Design Based on Land Topography, Streets Network Topology, and Inflows. 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