Optimal design of series of pipes in sewer systems including pumping stations for flat terrains

[EN] This paper proposes a methodology for the optimal design of series of sewer pipes including pumping stations. It employs a Shortest Path Algorithm to select the optimal combination of pipe diameters and invert elevations, as well as the optimal pumping features such as the number of pumps, loca...

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Autores: Saldarriaga, Juan, Herrán, Juana, Acevedo, Ana, Iglesias Rey, Pedro Luís|||0000-0001-8300-3255
Tipo de recurso: artículo
Fecha de publicación:2024
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/207501
Acceso en línea:https://riunet.upv.es/handle/10251/207501
Access Level:acceso abierto
Palabra clave:Flat terrains
Hydraulic design
Optimization
Pumping station
Series of pipes
Shortest path problem
MECANICA DE FLUIDOS
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spelling Optimal design of series of pipes in sewer systems including pumping stations for flat terrainsSaldarriaga, JuanHerrán, JuanaAcevedo, AnaIglesias Rey, Pedro Luís|||0000-0001-8300-3255Flat terrainsHydraulic designOptimizationPumping stationSeries of pipesShortest path problemMECANICA DE FLUIDOS[EN] This paper proposes a methodology for the optimal design of series of sewer pipes including pumping stations. It employs a Shortest Path Algorithm to select the optimal combination of pipe diameters and invert elevations, as well as the optimal pumping features such as the number of pumps, location, and pumping head. The methodology is intended to be applied to the design of any sewer series. Although these are uncommon in real infrastructure, the study allows an analysis of the effect of pipe roughness, inflows, and pipe length on the total cost of the system and pumping features. The methodology was tested in theoretical series of 10 and 20 pipes as well as in a real series that is part of the sewer system of Bogota, Colombia. The resulting designs suggested that using smooth pipes and reducing the pumping flow rate would decrease the cost of sewer systems in flat terrain.Taylor & FrancisDepartamento de Ingeniería Hidráulica y Medio AmbienteEscuela Técnica Superior de Ingeniería IndustrialRepositorio Institucional de la Universitat Politècnica de València Riunet20242024-05-27journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://riunet.upv.es/handle/10251/207501reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valénciainstname:Universitat Politècnica de València (UPV)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:riunet.upv.es:10251/2075012026-06-13T07:49:27Z
dc.title.none.fl_str_mv Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
title Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
spellingShingle Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
Saldarriaga, Juan
Flat terrains
Hydraulic design
Optimization
Pumping station
Series of pipes
Shortest path problem
MECANICA DE FLUIDOS
title_short Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
title_full Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
title_fullStr Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
title_full_unstemmed Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
title_sort Optimal design of series of pipes in sewer systems including pumping stations for flat terrains
dc.creator.none.fl_str_mv Saldarriaga, Juan
Herrán, Juana
Acevedo, Ana
Iglesias Rey, Pedro Luís|||0000-0001-8300-3255
author Saldarriaga, Juan
author_facet Saldarriaga, Juan
Herrán, Juana
Acevedo, Ana
Iglesias Rey, Pedro Luís|||0000-0001-8300-3255
author_role author
author2 Herrán, Juana
Acevedo, Ana
Iglesias Rey, Pedro Luís|||0000-0001-8300-3255
author2_role author
author
author
dc.contributor.none.fl_str_mv Departamento de Ingeniería Hidráulica y Medio Ambiente
Escuela Técnica Superior de Ingeniería Industrial
Repositorio Institucional de la Universitat Politècnica de València Riunet
dc.subject.none.fl_str_mv Flat terrains
Hydraulic design
Optimization
Pumping station
Series of pipes
Shortest path problem
MECANICA DE FLUIDOS
topic Flat terrains
Hydraulic design
Optimization
Pumping station
Series of pipes
Shortest path problem
MECANICA DE FLUIDOS
description [EN] This paper proposes a methodology for the optimal design of series of sewer pipes including pumping stations. It employs a Shortest Path Algorithm to select the optimal combination of pipe diameters and invert elevations, as well as the optimal pumping features such as the number of pumps, location, and pumping head. The methodology is intended to be applied to the design of any sewer series. Although these are uncommon in real infrastructure, the study allows an analysis of the effect of pipe roughness, inflows, and pipe length on the total cost of the system and pumping features. The methodology was tested in theoretical series of 10 and 20 pipes as well as in a real series that is part of the sewer system of Bogota, Colombia. The resulting designs suggested that using smooth pipes and reducing the pumping flow rate would decrease the cost of sewer systems in flat terrain.
publishDate 2024
dc.date.none.fl_str_mv 2024
2024-05-27
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://riunet.upv.es/handle/10251/207501
url https://riunet.upv.es/handle/10251/207501
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Taylor & Francis
publisher.none.fl_str_mv Taylor & Francis
dc.source.none.fl_str_mv reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname:Universitat Politècnica de València (UPV)
instname_str Universitat Politècnica de València (UPV)
reponame_str RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
collection RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869412256997965824
score 15,811543

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