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...

Full description

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
id UNIANDES2_30c38caa1fe13f7102a7727f8489a239
oai_identifier_str oai:repositorio.uniandes.edu.co:1992/66725
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repository_id_str
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
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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
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url http://hdl.handle.net/1992/66725
identifier_str_mv instname:Universidad de los Andes
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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
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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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spelling 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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