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Inciso, C., (2016). Análisis comparativo de las descargas en orificios y boquillas en laboratorio de hidráulica de UPN. Cajamarca [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/9980
Inciso, C., Análisis comparativo de las descargas en orificios y boquillas en laboratorio de hidráulica de UPN. Cajamarca [Tesis]. PE: Universidad Privada del Norte; 2016. https://hdl.handle.net/11537/9980
@misc{sunedu/3012084,
title = "Análisis comparativo de las descargas en orificios y boquillas en laboratorio de hidráulica de UPN. Cajamarca",
author = "Inciso Pajares, Carlos Jonathan",
publisher = "Universidad Privada del Norte",
year = "2016"
}
Title: Análisis comparativo de las descargas en orificios y boquillas en laboratorio de hidráulica de UPN. Cajamarca
Authors(s): Inciso Pajares, Carlos Jonathan
Advisor(s): Vásquez Ramírez, Luis
Keywords: Hidráulica; Análisis comparativo; Estructuras hidráulicas
OCDE field: https://purl.org/pe-repo/ocde/ford#2.01.01
Issue Date: 1-Jun-2016
Institution: Universidad Privada del Norte
Abstract: RESUMEN
Esta tesis evaluó experimentalmente, mediante ensayos de laboratorio las descargas
hidráulicas en orificios y boquillas para determinadas cargas, obteniendo resultados
que nos permitieron realizar un análisis comparativo entre estos tipos de estructuras
hidráulicas.
La propuesta se basó en brindar información real sobre las descargas que se
producen a través de este tipo de estructuras, ya que muchas veces se confunde las
capacidades de descarga que puedan tener, tomando la idea equivocada de que,
tanto orificios como boquillas tienen las mismas capacidades de descarga, motivo
por el cual, nace la necesidad de esta investigación comparando la capacidad de
descarga de cada uno de los orificios y boquillas.
El proceso se realizó con toma de datos en laboratorio, luego se procedió al análisis
y obtención de resultados que permiten observar que la menor descarga pertenece
al orificio circular con 0.219 l /s y la mayor descarga se observa en la boquilla
divergente circular con 1.35 l /s.
Se concluye que en su mayoría las boquillas divergentes tienen mayor cantidad de
descarga ante todos los demás accesorios ensayados.
ABSTRACT This thesis evaluated experimentally through laboratory testing hydraulic shocks holes and nozzles for certain loads, obtaining results that allowed us to make a comparative analysis between these types of hydraulic structures. The proposal was based on providing real information on the discharges that occur through these structures, since often download capabilities that can be confused, taking the misconception that both holes as nozzles have the same capabilities discharge why this comes the need to research comparing the discharge capacity of each of the holes and nozzles. The process was performed with data collection in the laboratory, then the analysis and obtaining results for observing the lower discharge belongs to the circular hole with 0.219 l / s as download seen in divergent circular die with 1.35 l / s. It is concluded that most divergent nozzles have a greater amount of discharge to all other accessories tested.
ABSTRACT This thesis evaluated experimentally through laboratory testing hydraulic shocks holes and nozzles for certain loads, obtaining results that allowed us to make a comparative analysis between these types of hydraulic structures. The proposal was based on providing real information on the discharges that occur through these structures, since often download capabilities that can be confused, taking the misconception that both holes as nozzles have the same capabilities discharge why this comes the need to research comparing the discharge capacity of each of the holes and nozzles. The process was performed with data collection in the laboratory, then the analysis and obtaining results for observing the lower discharge belongs to the circular hole with 0.219 l / s as download seen in divergent circular die with 1.35 l / s. It is concluded that most divergent nozzles have a greater amount of discharge to all other accessories tested.
Link to repository: https://hdl.handle.net/11537/9980
Note: Cajamarca
Discipline: Ingeniería Civil
Grade or title grantor: Universidad Privada del Norte. Facultad de Ingeniería
Grade or title: Ingeniero Civil
Juror: Aguilar Aliaga, Orlando; Ravines Azañero, Irene; Urteaga Toro, Manuel
Register date: 23-May-2017; 23-May-2017
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