Citas bibligráficas
Castillo, D., (2019). Análisis y diseño estructural de un reservorio apoyado para el mejoramiento del servicio de agua potable del distrito de Morales, año 2018 [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3493
Castillo, D., Análisis y diseño estructural de un reservorio apoyado para el mejoramiento del servicio de agua potable del distrito de Morales, año 2018 [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2019. http://hdl.handle.net/11458/3493
@misc{renati/1058544,
title = "Análisis y diseño estructural de un reservorio apoyado para el mejoramiento del servicio de agua potable del distrito de Morales, año 2018",
author = "Castillo Vasquez, Diego",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2019"
}
It was investigated how the potable water service in the district of Morales can be improved due to the lack of volume presented by the current reservoir, and what would be the analysis, structural design and storage volume of a new one to have better conditions of service. With information from the last 10 years, water consumption has been evaluated through the meters to determine the population growth rates and other categories such as commercial, industrial and state, which are part of the system of this water system potable. A population density of 4.17 inhabitants / lot has been considered according to Emapa San Martín and a projection of 20 years to calculate the total storage volume for 16 hours of service per day. Likewise, the analysis and structural design of the new reservoir proposed to improve drinking water service conditions was carried out. As a first step, the geometry of the reservoir was sized according to the volume and availability of the land, then, based on the PCA, a pre-sizing of the reservoir elements was made, all this due to the hydrostatic pressure of the water. With the known dimensions, the structure was modeled in SAP 2000 to perform the structural analysis and be able to evaluate the efforts due to both impulsive and convective hydrodynamic pressures, considering ASCE / SEI 7-16 for the design. It was carried out in reinforced concrete design of the parts of the reservoir, considering minimum parameters according to ACI 350-06. Finally, the creep verifications of the steel were made to avoid cracking and cracking. The construction of the plans and construction details of the reservoir was carried out.
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