Bibliographic citations
Rivera, J., Vargas, D. (2024). Diseño del sistema de agua potable y alcantarillado para la localidad de Sarayuyo aplicando los softwares Watercad y Sewergems [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/16814
Rivera, J., Vargas, D. Diseño del sistema de agua potable y alcantarillado para la localidad de Sarayuyo aplicando los softwares Watercad y Sewergems [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/16814
@misc{sunedu/4049863,
title = "Diseño del sistema de agua potable y alcantarillado para la localidad de Sarayuyo aplicando los softwares Watercad y Sewergems",
author = "Vargas Espinoza, David Enrique",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
This thesis project consisted of a proposal for ""DESIGN OF THE POTABLEWATER AND SEWER SYSTEM FOR THE SARAYUYO LOCALITY USING WATERCAD AND SEWERGEMS SOFTWARE,"" aiming to find an alternative solution to the existing issues regarding basic services in the Sarayuyo locality. Currently, Sarayuyo has a potable water network in poor condition, resulting in a lack of access to potable water in most households and the deteriorated state of latrines throughout the population, causing health problems for the residents. The proposal involved designing a potable water and sewer system. For the potable water system proposal, the existing hillside spring was considered as the water source, including the installation of 871.862 meters of conveyance lines, the construction of a 40 m3 square reservoir, the installation of 628.92 meters of feed lines, and the construction of a T-6 pressure breaker chamber in the feed line. Additionally, it involved the installation of 999.73 meters of distribution network and 66 household connections. In the sewer system proposal, it included the construction of 15 manholes, the installation of 994.4 meters of sanitary sewer lines, 66 household connections, and the construction of an open trench. The design of the potable water system was proposed as a gravity system without a treatment plant, determined by the area's topography and the location of the designated households, and due to the quality of the water source meeting the quality standards of the Ministry of Health (MINSA) and the National Building Regulations (RNE) OS.070. The hydraulic designs for the conveyance, feed, and distribution lines were conducted using WaterCAD software, which provided satisfactory results. The sewer system hydraulic modeling for the main networks with the sanitary loads from all households for each section and each proposed manhole was carried out using SewerGEMS software, also yielding satisfactory results for the design
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