Citas bibligráficas
Pizarro, J., (2023). Estudio hidrológico e hidráulico para el dimensionamiento optimizado del puente vehicular sobre la quebrada el choclino sector ander becerra en el distrito de la banda de shilcayo - provincia de san martín - san martín [Tesis, Universidad Científica del Perú]. http://hdl.handle.net/20.500.14503/3128
Pizarro, J., Estudio hidrológico e hidráulico para el dimensionamiento optimizado del puente vehicular sobre la quebrada el choclino sector ander becerra en el distrito de la banda de shilcayo - provincia de san martín - san martín [Tesis]. PE: Universidad Científica del Perú; 2023. http://hdl.handle.net/20.500.14503/3128
@misc{renati/1051917,
title = "Estudio hidrológico e hidráulico para el dimensionamiento optimizado del puente vehicular sobre la quebrada el choclino sector ander becerra en el distrito de la banda de shilcayo - provincia de san martín - san martín",
author = "Pizarro Suarez, Jose Del Carmen",
publisher = "Universidad Científica del Perú",
year = "2023"
}
The present research work called “HYDROLOGICAL AND HYDRAULIC STUDY FOR THE OPTIMIZED DIMENSIONING OF THE VEHICULAR BRIDGE OVER THE EL CHOCLINO RAVINE ANDER BECERRA SECTOR IN THE DISTRICT OF BANDA DE SHILCAYO - PROVINCE of SAN MARTÍN - SAN MARTÍN”. Its general objective is to determine the design flow in the location area and perform the optimized hydraulic sizing of the vehicular bridge over the El Choclino ravine in the Ander Becerra sector of the Banda de Shilcayo district, San Martín province, San Martin region. The research is of an applied type, descriptive level and non-experimental design. Documentary analysis and direct observation were used for data collection. To calculate the maximum flows, empirical methods have been applied such as: Iszkowski, Creager enveloping curves, Curve N and Rational. It has been decided to take for the hydraulic calculations, the values of maximum flows for different return periods (5 to 500 years) obtained by applying the SCS method or also called Curve N. The risk of failure (due to hydrological effects) calculated for the bridge is 25% over the useful life of 30 years and for a return period of 100 years. Likewise, the design depth in the channel of the El Choclino stream has been determined by applying the HecRas 5.07 method.
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