Relation between population density and topology in potable water distribution networks

"One of cities basic needs is water supply, which is function of their inhabitant?s number and density. However, population varies with time, due to changes in building occupancy and those differences generate uncertainty about the hydraulic behavior of Water Distribution Systems (WDS). This st...

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Autores:
Moreno Becerra, Ana Cristina
Tipo de recurso:
Fecha de publicación:
2017
Institución:
Universidad de los Andes
Repositorio:
Séneca: repositorio Uniandes
Idioma:
eng
OAI Identifier:
oai:repositorio.uniandes.edu.co:1992/34373
Acceso en línea:
http://hdl.handle.net/1992/34373
Palabra clave:
Red de agua potable - Investigaciones - Colombia - Estudio de casos
Densidad de población - Investigaciones - Colombia - Estudio de casos
Abastecimiento de agua - Aspectos económicos - Investigaciones - Colombia
Ingeniería
Rights
openAccess
License
https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
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dc.title.es_CO.fl_str_mv Relation between population density and topology in potable water distribution networks
title Relation between population density and topology in potable water distribution networks
spellingShingle Relation between population density and topology in potable water distribution networks
Red de agua potable - Investigaciones - Colombia - Estudio de casos
Densidad de población - Investigaciones - Colombia - Estudio de casos
Abastecimiento de agua - Aspectos económicos - Investigaciones - Colombia
Ingeniería
title_short Relation between population density and topology in potable water distribution networks
title_full Relation between population density and topology in potable water distribution networks
title_fullStr Relation between population density and topology in potable water distribution networks
title_full_unstemmed Relation between population density and topology in potable water distribution networks
title_sort Relation between population density and topology in potable water distribution networks
dc.creator.fl_str_mv Moreno Becerra, Ana Cristina
dc.contributor.advisor.none.fl_str_mv Saldarriaga Valderrama, Juan Guillermo
dc.contributor.author.none.fl_str_mv Moreno Becerra, Ana Cristina
dc.contributor.jury.none.fl_str_mv Páez Angel, Diego Alejandro
Martínez Solano, Javier
dc.subject.keyword.es_CO.fl_str_mv Red de agua potable - Investigaciones - Colombia - Estudio de casos
Densidad de población - Investigaciones - Colombia - Estudio de casos
Abastecimiento de agua - Aspectos económicos - Investigaciones - Colombia
topic Red de agua potable - Investigaciones - Colombia - Estudio de casos
Densidad de población - Investigaciones - Colombia - Estudio de casos
Abastecimiento de agua - Aspectos económicos - Investigaciones - Colombia
Ingeniería
dc.subject.themes.none.fl_str_mv Ingeniería
description "One of cities basic needs is water supply, which is function of their inhabitant?s number and density. However, population varies with time, due to changes in building occupancy and those differences generate uncertainty about the hydraulic behavior of Water Distribution Systems (WDS). This study presents a correlation analysis between the population density and the topology of potable WDS by means of four real networks, chosen for their geometric shape, located in Colombia (in the regions of Valle del Cauca and Cundinamarca). The procedure can be summarized in three steps: i) Analysis of initial conditions: populations and initial supply flows were analyzed and the geometry of each WDS was evaluated; ii) Design of the WDS with different increases in population densities: were established five different designs which were executed using the Optimal Power Use of Surface (OPUS) methodology; iii) Analysis, location and verification of network rating indexes: The network hydraulics were verified by means of pressure surfaces and pipe diameters; besides, reliability and energy efficiency indexes were calculated; the created geometric centroids were calculated and located; a water quality study was made by verifying changes in water age and chlorine initial concentration in the tank; finally, the variation of cost per cubic meter of water transported and the fractality of the WDS was studied. The results showed that increases in population density did not necessarily lead to significant variations of the geometric parameters, that the reliability and energy efficiency indicators remained almost constant and that the variation of diameters was not uniform for all the pipe sections of the system. The chlorine initial concentration in the tank increased and the age of the water decreased, the costs per cubic meter transported also dropped and the fractality of the networks was not affected."--Tomado del Formato de Documento de Grado.
publishDate 2017
dc.date.issued.none.fl_str_mv 2017
dc.date.accessioned.none.fl_str_mv 2020-06-10T09:03:13Z
dc.date.available.none.fl_str_mv 2020-06-10T09:03:13Z
dc.type.spa.fl_str_mv Trabajo de grado - Maestría
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dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/1992/34373
dc.identifier.pdf.none.fl_str_mv u807503.pdf
dc.identifier.instname.spa.fl_str_mv instname:Universidad de los Andes
dc.identifier.reponame.spa.fl_str_mv reponame:Repositorio Institucional Séneca
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identifier_str_mv u807503.pdf
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dc.language.iso.es_CO.fl_str_mv eng
language eng
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dc.format.extent.es_CO.fl_str_mv 16 hojas
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dc.publisher.es_CO.fl_str_mv Uniandes
dc.publisher.program.es_CO.fl_str_mv Maestría en Ingeniería Civil
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
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spelling Al consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Saldarriaga Valderrama, Juan Guillermovirtual::11617-1Moreno Becerra, Ana Cristinaa4056817-4aac-40ba-bc4d-0a8862b391bb500Páez Angel, Diego AlejandroMartínez Solano, Javier2020-06-10T09:03:13Z2020-06-10T09:03:13Z2017http://hdl.handle.net/1992/34373u807503.pdfinstname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/"One of cities basic needs is water supply, which is function of their inhabitant?s number and density. However, population varies with time, due to changes in building occupancy and those differences generate uncertainty about the hydraulic behavior of Water Distribution Systems (WDS). This study presents a correlation analysis between the population density and the topology of potable WDS by means of four real networks, chosen for their geometric shape, located in Colombia (in the regions of Valle del Cauca and Cundinamarca). The procedure can be summarized in three steps: i) Analysis of initial conditions: populations and initial supply flows were analyzed and the geometry of each WDS was evaluated; ii) Design of the WDS with different increases in population densities: were established five different designs which were executed using the Optimal Power Use of Surface (OPUS) methodology; iii) Analysis, location and verification of network rating indexes: The network hydraulics were verified by means of pressure surfaces and pipe diameters; besides, reliability and energy efficiency indexes were calculated; the created geometric centroids were calculated and located; a water quality study was made by verifying changes in water age and chlorine initial concentration in the tank; finally, the variation of cost per cubic meter of water transported and the fractality of the WDS was studied. The results showed that increases in population density did not necessarily lead to significant variations of the geometric parameters, that the reliability and energy efficiency indicators remained almost constant and that the variation of diameters was not uniform for all the pipe sections of the system. The chlorine initial concentration in the tank increased and the age of the water decreased, the costs per cubic meter transported also dropped and the fractality of the networks was not affected."--Tomado del Formato de Documento de Grado."Una de las necesidades básicas de una ciudad es el suministro de agua, el cual está en función de su densidad de habitantes. Sin embargo, la población varía con el tiempo, debido a cambios de ocupación en las edificaciones, lo cual genera una incertidumbre acerca del comportamiento hidráulico de las Redes de Distribución de Agua Potable (RDAP). Este estudio presenta un análisis de correlación entre la densidad de población y la topología de una RDAP mediante cuatro redes reales elegidas por su forma geométrica, localizadas en Colombia (en los departamentos de Valle del Cauca y Cundinamarca). El procedimiento se puede resumir en tres pasos: i) Análisis de las condiciones iniciales: se analizó caudales y poblaciones iniciales y se evaluó la geometría de cada RDAP; ii) Diseño de RDAP con diferentes aumentos en densidades poblacionales: se establecieron cinco diseños diferentes ejecutados con la metodología de Superficie de Uso Óptimo de Potencia (OPUS); iii) Análisis, localización y verificación de los índices de calificación de la red: la hidráulica de la red se verificó mediante superficies de presión y diámetros de las tuberías; además, se calcularon los índices de confiabilidad y eficiencia energética; se calcularon y se localizaron los centroides geométricos; se realizó un estudio de la calidad del agua verificando los cambios en la edad del agua y la concentración inicial de cloro en el tanque; finalmente, se estudió la variación del costo por metro cúbico de agua y la fractalidad. Los resultados mostraron que los aumentos en la densidad de población no conducen necesariamente a variaciones significativas de los parámetros geométricos, los indicadores de confiabilidad y eficiencia energética permanecen casi constantes y la variación de diámetros no fue uniforme para todas las tuberías del sistema. La concentración de cloro inicial en el tanque aumentó y la edad del agua disminuyó, los costos por metro cúbico movido disminuyeron y la fractalidad no se vio afectada."--Tomado del Formato de Documento de Grado.Magíster en Ingeniería CivilMaestría16 hojasapplication/pdfengUniandesMaestría en Ingeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y Ambientalinstname:Universidad de los Andesreponame:Repositorio Institucional SénecaRelation between population density and topology in potable water distribution networksTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesishttp://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/TMRed de agua potable - Investigaciones - Colombia - Estudio de casosDensidad de población - Investigaciones - Colombia - Estudio de casosAbastecimiento de agua - Aspectos económicos - Investigaciones - ColombiaIngenieríaPublicationhttps://scholar.google.es/citations?user=Lz0SGpIAAAAJvirtual::11617-10000-0003-1265-2949virtual::11617-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000076848virtual::11617-1b405028a-b4ff-4b84-9e85-97a80148970evirtual::11617-1b405028a-b4ff-4b84-9e85-97a80148970evirtual::11617-1THUMBNAILu807503.pdf.jpgu807503.pdf.jpgIM Thumbnailimage/jpeg25243https://repositorio.uniandes.edu.co/bitstreams/da15e7fb-8e7b-41f9-bd7f-b2b45eba88e6/download3ef8dd291d231aa7f8e210dc6bedbbe3MD55ORIGINALu807503.pdfapplication/pdf2672667https://repositorio.uniandes.edu.co/bitstreams/0eadd0a7-82a4-4a5b-8b87-813bfdd70c7c/download5a25119a527cae978405c366cef02c6dMD51TEXTu807503.pdf.txtu807503.pdf.txtExtracted texttext/plain40541https://repositorio.uniandes.edu.co/bitstreams/19b62800-73b9-40a2-ad7e-7c48bb36bd12/download19b521acbf3965f54b480817506fa1b4MD541992/34373oai:repositorio.uniandes.edu.co:1992/343732024-03-13 14:28:40.655https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.co