Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes

PVC was incorporated as a pipe material in 1932 in Germany and in 1964 in the United States, and nowadays is widely used for the design of distribution networks. However, in the 19th and 20th century, materials with a higher roughness were more commonly used (such as concrete and lead) and with thes...

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Autores:
Gómez Sánchez, Nicolás
Tipo de recurso:
Trabajo de grado de pregrado
Fecha de publicación:
2017
Institución:
Universidad de los Andes
Repositorio:
Séneca: repositorio Uniandes
Idioma:
eng
OAI Identifier:
oai:repositorio.uniandes.edu.co:1992/61302
Acceso en línea:
http://hdl.handle.net/1992/61302
Palabra clave:
Dinámica de fluidos
Número de Reynolds
Tuberías para agua
Turbulencia
Rights
openAccess
License
https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
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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::11534-1Gómez Sánchez, Nicolás810e8e84-35ce-4cd7-ac42-47a1f001ec875002022-09-26T22:14:48Z2022-09-26T22:14:48Z2017http://hdl.handle.net/1992/61302instname:Universidad de los Andesreponame:Repositorio Institucional Sénecarepourl:https://repositorio.uniandes.edu.co/794981-1001PVC was incorporated as a pipe material in 1932 in Germany and in 1964 in the United States, and nowadays is widely used for the design of distribution networks. However, in the 19th and 20th century, materials with a higher roughness were more commonly used (such as concrete and lead) and with these materials were carried out the studies on which are based the most used design equations today. For this reason, the applicability of these equations is tested in the present article, using PVC as the material to verify. The tests were performed through measurements of pressure loss in different assemblies for extents of Reynolds numbers, in a range between 3x104 y 5x105 and relative roughness between 6x10-4 y 2x10-3. Based on the recommendations of common regulations in Colombia and the USA, this is the range where the design should be...El PVC fue incorporado como material de tubería en 1932 en Alemania y en 1964 en los Estados Unidos, y hoy en día es ampliamente utilizado para el diseño de redes de distribución. Sin embargo, en los siglos XIX y XX se utilizaron materiales de mayor rugosidad (como el hormigón y el plomo) y con estos materiales se llevaron a cabo los estudios en los que se basan las ecuaciones más utilizadas hoy en día. Por esta razón, la aplicabilidad de estas ecuaciones se prueba en el presente artículo, utilizando el PVC como material para verificar. Los ensayos se realizaron mediante mediciones de la pérdida de presión en diferentes ensamblajes para cantidades de números de Reynolds, en un intervalo entre 3x104 y 5x105 y rugosidad relativa entre 6x10-4 y 2x10-3. De acuerdo con las recomendaciones de las regulaciones comunes en Colombia y los EEUU, esta es la gama donde el diseño debe ser...Ingeniero CivilPregrado33 hojasapplication/pdfengUniversidad de los AndesIngeniería CivilFacultad de IngenieríaDepartamento de Ingeniería Civil y AmbientalReview of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipesTrabajo de grado - Pregradoinfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/acceptedVersionhttp://purl.org/coar/resource_type/c_7a1fTexthttp://purl.org/redcol/resource_type/TPDinámica de fluidosNúmero de ReynoldsTuberías para aguaTurbulencia201224361Publicationhttps://scholar.google.es/citations?user=Lz0SGpIAAAAJvirtual::11534-10000-0003-1265-2949virtual::11534-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000076848virtual::11534-1b405028a-b4ff-4b84-9e85-97a80148970evirtual::11534-1b405028a-b4ff-4b84-9e85-97a80148970evirtual::11534-1TEXT12232.pdf.txt12232.pdf.txtExtracted texttext/plain44405https://repositorio.uniandes.edu.co/bitstreams/b33754b4-bded-4f09-90e4-30e406d8ae3b/download40754c7ac55b965dff12de6abd43f7b6MD52THUMBNAIL12232.pdf.jpg12232.pdf.jpgIM Thumbnailimage/jpeg17466https://repositorio.uniandes.edu.co/bitstreams/5bd3ba97-2b3a-492a-80a7-b7d99807f7f6/downloadf32b9a7b801f775b559d511f71ec9224MD53ORIGINAL12232.pdfapplication/pdf1408824https://repositorio.uniandes.edu.co/bitstreams/83e3ebf6-b700-464c-adfb-8b4a37a62f0e/download069a5f347d5bcf607152694a004f8b16MD511992/61302oai:repositorio.uniandes.edu.co:1992/613022024-03-13 14:27:29.576https://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdfopen.accesshttps://repositorio.uniandes.edu.coRepositorio institucional Sénecaadminrepositorio@uniandes.edu.co
dc.title.spa.fl_str_mv Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
title Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
spellingShingle Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
Dinámica de fluidos
Número de Reynolds
Tuberías para agua
Turbulencia
title_short Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
title_full Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
title_fullStr Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
title_full_unstemmed Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
title_sort Review of equations for the calculation of Hydraulically Smooth Turbulent Flow in PVC pipes
dc.creator.fl_str_mv Gómez Sánchez, Nicolás
dc.contributor.advisor.none.fl_str_mv Saldarriaga Valderrama, Juan Guillermo
dc.contributor.author.none.fl_str_mv Gómez Sánchez, Nicolás
dc.subject.keyword.spa.fl_str_mv Dinámica de fluidos
Número de Reynolds
Tuberías para agua
Turbulencia
topic Dinámica de fluidos
Número de Reynolds
Tuberías para agua
Turbulencia
description PVC was incorporated as a pipe material in 1932 in Germany and in 1964 in the United States, and nowadays is widely used for the design of distribution networks. However, in the 19th and 20th century, materials with a higher roughness were more commonly used (such as concrete and lead) and with these materials were carried out the studies on which are based the most used design equations today. For this reason, the applicability of these equations is tested in the present article, using PVC as the material to verify. The tests were performed through measurements of pressure loss in different assemblies for extents of Reynolds numbers, in a range between 3x104 y 5x105 and relative roughness between 6x10-4 y 2x10-3. Based on the recommendations of common regulations in Colombia and the USA, this is the range where the design should be...
publishDate 2017
dc.date.issued.spa.fl_str_mv 2017
dc.date.accessioned.none.fl_str_mv 2022-09-26T22:14:48Z
dc.date.available.none.fl_str_mv 2022-09-26T22:14:48Z
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dc.format.extent.spa.fl_str_mv 33 hojas
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dc.publisher.spa.fl_str_mv Universidad de los Andes
dc.publisher.program.spa.fl_str_mv Ingeniería Civil
dc.publisher.faculty.spa.fl_str_mv Facultad de Ingeniería
dc.publisher.department.spa.fl_str_mv Departamento de Ingeniería Civil y Ambiental
institution Universidad de los Andes
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