Layout selection for optimal urban sewer network design
This paper is an extension of the suggestions made by Bermúdez (2023) to the methodology of sewer network design of Duque, Duque, Aguilar & Saldarriaga (2020), where it was determined that the selection of the layout may reduce the cost of design by Saldarriaga, Zambrano, Herrán & Inglesias-...
- Autores:
-
Cardona Orozco, Simón
- 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:1992/74751
- Acceso en línea:
- https://hdl.handle.net/1992/74751
- Palabra clave:
- Optimization of sewer network design
UTOPIA
Ingeniería
- Rights
- openAccess
- License
- Attribution 4.0 International
id |
UNIANDES2_c52d6ec24dd585400a21eada819421b1 |
---|---|
oai_identifier_str |
oai:repositorio.uniandes.edu.co:1992/74751 |
network_acronym_str |
UNIANDES2 |
network_name_str |
Séneca: repositorio Uniandes |
repository_id_str |
|
dc.title.eng.fl_str_mv |
Layout selection for optimal urban sewer network design |
title |
Layout selection for optimal urban sewer network design |
spellingShingle |
Layout selection for optimal urban sewer network design Optimization of sewer network design UTOPIA Ingeniería |
title_short |
Layout selection for optimal urban sewer network design |
title_full |
Layout selection for optimal urban sewer network design |
title_fullStr |
Layout selection for optimal urban sewer network design |
title_full_unstemmed |
Layout selection for optimal urban sewer network design |
title_sort |
Layout selection for optimal urban sewer network design |
dc.creator.fl_str_mv |
Cardona Orozco, Simón |
dc.contributor.advisor.none.fl_str_mv |
Saldarriaga Valderrama, Juan Guillermo |
dc.contributor.author.none.fl_str_mv |
Cardona Orozco, Simón |
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 |
Optimization of sewer network design UTOPIA |
topic |
Optimization of sewer network design UTOPIA Ingeniería |
dc.subject.themes.spa.fl_str_mv |
Ingeniería |
description |
This paper is an extension of the suggestions made by Bermúdez (2023) to the methodology of sewer network design of Duque, Duque, Aguilar & Saldarriaga (2020), where it was determined that the selection of the layout may reduce the cost of design by Saldarriaga, Zambrano, Herrán & Inglesias-Rey (2021). The new approach may consider different features from a network by using selection criteria based of the topography, topology and inlet flows tried on 77 study cases, and a procedure was developed to understand which criteria could get the lowest costs. In the investigation it was found that each network may have its own criterion to determine the minimum cost possible based on characteristics as the topography, topology and inlet flows. In this research, the data were able to select exactly two criteria that would get almost every case inside the 1% of the minimum cost, excluding some cases that were specified by the features of the network and covered with other criteria. Finally the research gave an standardize use of the criteria to select the layout with lower costs. |
publishDate |
2024 |
dc.date.accessioned.none.fl_str_mv |
2024-07-29T16:13:53Z |
dc.date.available.none.fl_str_mv |
2024-07-29T16:13:53Z |
dc.date.issued.none.fl_str_mv |
2024-07-25 |
dc.type.none.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 |
dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_7a1f |
dc.type.content.none.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 |
https://hdl.handle.net/1992/74751 |
dc.identifier.instname.none.fl_str_mv |
instname:Universidad de los Andes |
dc.identifier.reponame.none.fl_str_mv |
reponame:Repositorio Institucional Séneca |
dc.identifier.repourl.none.fl_str_mv |
repourl:https://repositorio.uniandes.edu.co/ |
url |
https://hdl.handle.net/1992/74751 |
identifier_str_mv |
instname:Universidad de los Andes reponame:Repositorio Institucional Séneca repourl:https://repositorio.uniandes.edu.co/ |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.relation.references.none.fl_str_mv |
Bermúdez (2023). Optimal sewer network design using utopia: modifications in geometry and mass criteria of the current methodology. Repositorio Uniandes. 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 combinedsewer 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.en.fl_str_mv |
Attribution 4.0 International |
dc.rights.uri.none.fl_str_mv |
http://creativecommons.org/licenses/by/4.0/ |
dc.rights.accessrights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.coar.none.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
rights_invalid_str_mv |
Attribution 4.0 International http://creativecommons.org/licenses/by/4.0/ http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.extent.none.fl_str_mv |
43 páginas |
dc.format.mimetype.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidad de los Andes |
dc.publisher.program.none.fl_str_mv |
Ingeniería Civil |
dc.publisher.faculty.none.fl_str_mv |
Facultad de Ingeniería |
dc.publisher.department.none.fl_str_mv |
Departamento de Ingeniería Civil y Ambiental |
publisher.none.fl_str_mv |
Universidad de los Andes |
institution |
Universidad de los Andes |
bitstream.url.fl_str_mv |
https://repositorio.uniandes.edu.co/bitstreams/7acc1918-c400-40ab-bd69-98d483a48c7b/download https://repositorio.uniandes.edu.co/bitstreams/ddde0a9c-f677-407c-9ed4-70f85e3273e9/download https://repositorio.uniandes.edu.co/bitstreams/b939041c-8540-4e0b-a279-ad532ed266ea/download https://repositorio.uniandes.edu.co/bitstreams/468efad0-41d5-4376-92dd-ec33ec14b89f/download https://repositorio.uniandes.edu.co/bitstreams/2b75cda3-aa51-4bb3-b117-0cfca6f4ae41/download https://repositorio.uniandes.edu.co/bitstreams/9ac396d6-7cb8-494f-a1ea-acafe5889c65/download https://repositorio.uniandes.edu.co/bitstreams/a39e19e6-30c2-477c-b6a2-3b1022a62575/download https://repositorio.uniandes.edu.co/bitstreams/67f06fd3-a217-47cd-b5d7-95cd443aa30b/download |
bitstream.checksum.fl_str_mv |
22bc80dd31e8055e9c276be0b43e061e c16f6659f51015860d88f5a7086ee66e ae9e573a68e7f92501b6913cc846c39f 0175ea4a2d4caec4bbcc37e300941108 48bb9d925a2534e37ca688c07fc77fe2 fb3dac3a1da573a0eeb6982789991eb2 f989cbfc3694881e501c5dc87fc5df12 28d3ea58dae77aab541f988fce08bcd7 |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositorio institucional Séneca |
repository.mail.fl_str_mv |
adminrepositorio@uniandes.edu.co |
_version_ |
1812133801749381120 |
spelling |
Saldarriaga Valderrama, Juan Guillermovirtual::19328-1Cardona Orozco, SimónFacultad de Ingeniería::Centro de Investigaciones en Acueductos y Alcantarillados - Ciacua2024-07-29T16:13:53Z2024-07-29T16:13:53Z2024-07-25https://hdl.handle.net/1992/74751instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/This paper is an extension of the suggestions made by Bermúdez (2023) to the methodology of sewer network design of Duque, Duque, Aguilar & Saldarriaga (2020), where it was determined that the selection of the layout may reduce the cost of design by Saldarriaga, Zambrano, Herrán & Inglesias-Rey (2021). The new approach may consider different features from a network by using selection criteria based of the topography, topology and inlet flows tried on 77 study cases, and a procedure was developed to understand which criteria could get the lowest costs. In the investigation it was found that each network may have its own criterion to determine the minimum cost possible based on characteristics as the topography, topology and inlet flows. In this research, the data were able to select exactly two criteria that would get almost every case inside the 1% of the minimum cost, excluding some cases that were specified by the features of the network and covered with other criteria. Finally the research gave an standardize use of the criteria to select the layout with lower costs.PregradoUTOPIA43 páginasapplication/pdfengUniversidad de los AndesIngeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalAttribution 4.0 Internationalhttp://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Layout selection for optimal urban sewer network designTrabajo de grado - Pregradoinfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_7a1fTexthttp://purl.org/redcol/resource_type/TPOptimization of sewer network designUTOPIAIngenieríaBermúdez (2023). Optimal sewer network design using utopia: modifications in geometry and mass criteria of the current methodology. Repositorio Uniandes.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 combinedsewer 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, 2491202020802Publicationhttps://scholar.google.es/citations?user=Lz0SGpIAAAAJvirtual::19328-10000-0003-1265-2949virtual::19328-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000076848virtual::19328-1b405028a-b4ff-4b84-9e85-97a80148970evirtual::19328-1b405028a-b4ff-4b84-9e85-97a80148970evirtual::19328-1ORIGINALAutorización Juan Saldarriaga.pdfAutorización Juan Saldarriaga.pdfHIDEapplication/pdf599246https://repositorio.uniandes.edu.co/bitstreams/7acc1918-c400-40ab-bd69-98d483a48c7b/download22bc80dd31e8055e9c276be0b43e061eMD51Layout selection for optimal urban sewer network design.pdfLayout selection for optimal urban sewer network design.pdfapplication/pdf1652976https://repositorio.uniandes.edu.co/bitstreams/ddde0a9c-f677-407c-9ed4-70f85e3273e9/downloadc16f6659f51015860d88f5a7086ee66eMD55LICENSElicense.txtlicense.txttext/plain; charset=utf-82535https://repositorio.uniandes.edu.co/bitstreams/b939041c-8540-4e0b-a279-ad532ed266ea/downloadae9e573a68e7f92501b6913cc846c39fMD52CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8908https://repositorio.uniandes.edu.co/bitstreams/468efad0-41d5-4376-92dd-ec33ec14b89f/download0175ea4a2d4caec4bbcc37e300941108MD54TEXTAutorización Juan Saldarriaga.pdf.txtAutorización Juan Saldarriaga.pdf.txtExtracted texttext/plain42https://repositorio.uniandes.edu.co/bitstreams/2b75cda3-aa51-4bb3-b117-0cfca6f4ae41/download48bb9d925a2534e37ca688c07fc77fe2MD56Layout selection for optimal urban sewer network design.pdf.txtLayout selection for optimal urban sewer network design.pdf.txtExtracted texttext/plain96120https://repositorio.uniandes.edu.co/bitstreams/9ac396d6-7cb8-494f-a1ea-acafe5889c65/downloadfb3dac3a1da573a0eeb6982789991eb2MD58THUMBNAILAutorización Juan Saldarriaga.pdf.jpgAutorización Juan Saldarriaga.pdf.jpgGenerated Thumbnailimage/jpeg12211https://repositorio.uniandes.edu.co/bitstreams/a39e19e6-30c2-477c-b6a2-3b1022a62575/downloadf989cbfc3694881e501c5dc87fc5df12MD57Layout selection for optimal urban sewer network design.pdf.jpgLayout selection for optimal urban sewer network design.pdf.jpgGenerated Thumbnailimage/jpeg7781https://repositorio.uniandes.edu.co/bitstreams/67f06fd3-a217-47cd-b5d7-95cd443aa30b/download28d3ea58dae77aab541f988fce08bcd7MD591992/74751oai:repositorio.uniandes.edu.co:1992/747512024-09-12 16:17:55.075http://creativecommons.org/licenses/by/4.0/Attribution 4.0 Internationalopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.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 |