Citas bibligráficas
Alvarado, R., (2018). Mejoramiento de la quebrada Honda mediante descolmatación y reforzamiento del talud para protección del canal lateral 10 de Chavimochic frente a un eventual fenómeno El Niño [Universidad Nacional de Trujillo]. https://hdl.handle.net/20.500.14414/21891
Alvarado, R., Mejoramiento de la quebrada Honda mediante descolmatación y reforzamiento del talud para protección del canal lateral 10 de Chavimochic frente a un eventual fenómeno El Niño []. PE: Universidad Nacional de Trujillo; 2018. https://hdl.handle.net/20.500.14414/21891
@misc{renati/881143,
title = "Mejoramiento de la quebrada Honda mediante descolmatación y reforzamiento del talud para protección del canal lateral 10 de Chavimochic frente a un eventual fenómeno El Niño",
author = "Alvarado Morales, Rodin Leonell",
publisher = "Universidad Nacional de Trujillo",
year = "2018"
}
ABSTRACT The rivers of Peru are characterized by being torrential and their maximum avenues occur between the months from January to March. In the years of 1983 and 1998, the phenomenon El Niño brought with it flows produced by the extraordinary precipitations that only occur in the dry ravines when the El Niño phenomenon is presented on the Peruvian coast. Currently, in view of the probable presence of this phenomenon on the Peruvian coast, a series of activities have been carried out under the Supreme Decree n° 045-2015-PCM, in which it is considered the districts of Chao and Virú, in which area is the basin Honda, which has a channel that leads directly to the sea in the vicinity of the town of Puerto Morin. The main objective of this study was to protect the lateral channel 10 of the Chavimochic special project, surrounding crops and to maintain the traffic of the Pan-American highway north at km 534; using the maximum annual rainfall in 24 hours in the generation of maximum flows and statistical tools for rainfall information analysis. The results obtained in the modeling and simulation of the channel of the Quebrada Honda downstream, shows that for a return period of 100 years we would obtain a flow of 10.7 m³ / s and run the design in the River software, in this way with the geographic information systems (GIS) support, hydrographic and topographic information, riparian defense was determined, this would be imported into the Civil 3D AutoCAD to obtain the project's final costs and costs.
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