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Asto, L., Diaz, I. (2016). Modelo de simulación de la operación del embalse Gallito Ciego utilizando el software IBER [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/3421
Asto, L., Diaz, I. Modelo de simulación de la operación del embalse Gallito Ciego utilizando el software IBER [Tesis]. PE: Universidad Privada Antenor Orrego; 2016. https://hdl.handle.net/20.500.12759/3421
@misc{renati/1350610,
title = "Modelo de simulación de la operación del embalse Gallito Ciego utilizando el software IBER",
author = "Diaz Malpartida, Isai Nelson David",
publisher = "Universidad Privada Antenor Orrego",
year = "2016"
}
Title: Modelo de simulación de la operación del embalse Gallito Ciego utilizando el software IBER
Advisor(s): Garcia Rivera, Juan Pablo
Keywords: Embalse Gallito Ciego; IBER
OCDE field: https://purl.org/pe-repo/ocde/ford#2.01.00
Issue Date: 2016
Institution: Universidad Privada Antenor Orrego
Abstract: La siguiente tesis muestra la simulación de la operación del embalse Gallito
Ciego ubicada en el río Jequetepeque y del control de volúmenes en función de
los caudales ingresantes con el fin de generar un modelo de predicción aplicable
a distintos intervalos de tiempo, caudal y niveles del embalse.
Entre las estructuras modeladas están: La presa, el aliviadero, caída vertical,
rápida natural, rápida de concreto, poza disipadora, válvulas Howell Bunger,
canal de descarga, canal de compensación, túnel de descarga, túnel de aducción
y poza de compensación.
Con los resultados obtenidos, el modelo hidráulico fue comparado con el
comportamiento real permitiendo cumplir el objetivo planteado. En general los
resultados de la modelación son pr a los datos reales medidos por la Oficina de
Operación y Mantenimiento del embalse Gallito Ciego.
The following thesis shows the simulation of the operation of the Gallito Ciego reservoir located in the river Jequetepeque and of the control of volumes in order generates a model of prediction applicable to different intervals of time, flow and levels of the reservoir. Between the shaped structures they are: The dam, the overflow pipe, vertical, rapid natural, rapid of concrete, squandering puddle, valves Howell Bunger, channel of unload, channel of compensation, tunnel of unload, tunnel of adducing and puddle of compensation. With the obtained results, the hydraulic model was compared with the royal behavior allowing to fulfill the raised aim. In general the results of the modeling are near to the royal information measured by the Office of Operation and Maintenance of the Gallito Ciego reservoir.
The following thesis shows the simulation of the operation of the Gallito Ciego reservoir located in the river Jequetepeque and of the control of volumes in order generates a model of prediction applicable to different intervals of time, flow and levels of the reservoir. Between the shaped structures they are: The dam, the overflow pipe, vertical, rapid natural, rapid of concrete, squandering puddle, valves Howell Bunger, channel of unload, channel of compensation, tunnel of unload, tunnel of adducing and puddle of compensation. With the obtained results, the hydraulic model was compared with the royal behavior allowing to fulfill the raised aim. In general the results of the modeling are near to the royal information measured by the Office of Operation and Maintenance of the Gallito Ciego reservoir.
Link to repository: https://hdl.handle.net/20.500.12759/3421
Discipline: Ingeniería Civil
Grade or title grantor: Universidad Privada Antenor Orrego. Facultad de Ingeniería
Grade or title: Ingeniero Civil
Register date: 9-Jan-2018
This item is licensed under a Creative Commons License