Bibliographic citations
Takaezu, D., (2017). Diseño para la implementación de un sistema de riego tecnificado en el campamento Villa Cuajone, Southern Peru Copper Corporation, Moquegua, Perú [Tesis, Universidad Nacional Agraria La Molina]. https://hdl.handle.net/20.500.12996/2687
Takaezu, D., Diseño para la implementación de un sistema de riego tecnificado en el campamento Villa Cuajone, Southern Peru Copper Corporation, Moquegua, Perú [Tesis]. : Universidad Nacional Agraria La Molina; 2017. https://hdl.handle.net/20.500.12996/2687
@misc{renati/243001,
title = "Diseño para la implementación de un sistema de riego tecnificado en el campamento Villa Cuajone, Southern Peru Copper Corporation, Moquegua, Perú",
author = "Takaezu Romero, Diego Alberto",
publisher = "Universidad Nacional Agraria La Molina",
year = "2017"
}
This paper consists of the development of a design proposal for the implementation of a technical irrigation system that provides an efficient irrigation for the Villa Cuajone Camp’s greenspace, property of Southern Peru Copper Corporation. This project is located in Mariscal Nieto Province, Torata District, Moque|gua. Latitude S 17°04´52.54” to 17°05´06.64” and longitude W 70°48´56.78” a 70°49´´24.35”, with an elevation between 2,740 and 2,800 meters above sea level. The area of Villa Cuajone Camp has an extension of 27,050 m2 greenspace in 60 households distributed as follow: 19 in Arequipa Street, 07 in Moquegua Street, 09 in Suches street and 25 in Moquegua Avenue, where 16,120 m2 belong to Moquegua Baja zone and 10,930 m2 to Moquegua Alta. Villa Cuajone has a water tank for a maximum capacity of 150,000 gallons (568 m3) at the highest part of the camp: 2,825 above sea level. Water supplies for these households have no restriction. The project will use potential energy for the irrigation system, instead of a water pump. Thus, the technical irrigation system implemented on top of the potable water network already in use was the best way to start this project. Hydraulic calculations performed for each of the households consisted of potable water network optimal dimension determination utilizing Hazen-Williams formula, using Microsoft Office Excel spreadsheet software, reaching minimal speed and charge loss criteria. Finally, after hydraulic calculations, controlling hardware installed for nocturne automatic irrigation provided automated control and irrigation intervals that matched pressure and caudal of the camp’s original water network.
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