Citas bibligráficas
Quispe, E., (2020). Diseño estructural de las obras hidráulicas en un proyecto de saneamiento en la Amazonia rural. Caso: Soritor [Trabajo de suficiencia profesional, Universidad Nacional de Ingeniería]. http://hdl.handle.net/20.500.14076/22823
Quispe, E., Diseño estructural de las obras hidráulicas en un proyecto de saneamiento en la Amazonia rural. Caso: Soritor [Trabajo de suficiencia profesional]. PE: Universidad Nacional de Ingeniería; 2020. http://hdl.handle.net/20.500.14076/22823
@misc{renati/712198,
title = "Diseño estructural de las obras hidráulicas en un proyecto de saneamiento en la Amazonia rural. Caso: Soritor",
author = "Quispe Mamani, Eder Edison",
publisher = "Universidad Nacional de Ingeniería",
year = "2020"
}
The water supply projects are hydraulic works that contemplate the use of the available surface water resources of the rivers surrounding the location of a sanitation project in the rural Amazon. In general, its development is carried out in order to supply drinking water for the rural Amazon improve and expand the drinking water and sanitation service in populated centers, carry out the structural analysis of hydraulic works (intake, sedimentation, reservoir and passes aerial), show the various functions and applications of hydraulic works and present the structural plans of a hydraulic work. This work represents the design process and structural calculation of hydraulic works of a sanitation project in the district of Soritor, province of Moyobamba in the San Martín Region in Peru. The project consists of four components: the intake, the settler, the air pass, and a reservoir. The structural design resulted: the intake was projected with a concrete f'c of 210 kg/cm2 and steel as that vary between 1,714 cm2 and 2.70 cm2. In the settler, it was projected with concrete f'c of 210 kg/cm2 and steel areas between 5.45 cm2 and 10.34 cm2. For the aerial pass, concrete of f'c 210 kg/cm2 was projected, steel areas in the beams vary between 1.27 cm2 and 2.50 cm2 and in columns 16.00 cm2. The reinforced concrete structures of the reservoir were projected with concrete f´c that vary between 210 kg/cm2 and 350 kg/cm2 and steels that vary between 2.63 cm2 and 42.75 cm2. The Soil Mechanics Study recommended using type II cement in the intake structures and type I in the other structures.
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