Bibliographic citations
Jimeno, O., (2021). Diseño de cisterna y tanque elevado tipo fuste de la localidad de San Cristóbal de Puerto Rico – Puerto Rico – Picota – San Martín [Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3964
Jimeno, O., Diseño de cisterna y tanque elevado tipo fuste de la localidad de San Cristóbal de Puerto Rico – Puerto Rico – Picota – San Martín []. PE: Universidad Nacional de San Martín. Fondo Editorial; 2021. http://hdl.handle.net/11458/3964
@misc{renati/296252,
title = "Diseño de cisterna y tanque elevado tipo fuste de la localidad de San Cristóbal de Puerto Rico – Puerto Rico – Picota – San Martín",
author = "Jimeno Venegas, Oscar Xavier",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2021"
}
The purpose of this research is to describe and indicate the parameters for the design of a cistern and elevated shaft type tank through the use of theoretical concepts of different authors, and the use of international and Peruvian standards, in order to determine the improvement of the drinking water supply system of the town of San Cristobal de Puerto Rico. The design parameters were analyzed in detail and the location, type and capacity of the storage reservoirs were identified. Using Watercad software, a structure-distribution network interaction was performed to evaluate the values obtained for the entire network and to define the height of the elevated tank. Likewise, the semi-buried tank was analyzed under the maximum load conditions to which it will be exposed and the elevated tank as an inverted pendulum type structure with the simplified mechanical model. A simplified methodology was determined for the seismic analysis and structural design of the liquid container structures, based on the theoretical bases, the ACI350 standard, the RNE; using SAP2000 software, the stresses to which the structural elements are subjected were evaluated considering the minimum design parameters; also, the minimum verifications that the structures must comply with were carried out. The results show that the structural safety of the structures is fulfilled and that, with the projected storage volume, height of the elevated tank, and modification of the distribution network, they have a positive influence on the supply of drinking water. This means that with the design of the cistern and elevated tank, the continuous supply of drinking water is guaranteed through storage and distribution during more hours of service per day.
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