Bibliographic citations
Rimarachin, A., Roman, A. (2020). Análisis del transporte de sedimentos mediante modelo numérico bidimensional en el cauce del rio Tingo en la localidad de Vijus, Pataz, La Libertad 2019 [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/5909
Rimarachin, A., Roman, A. Análisis del transporte de sedimentos mediante modelo numérico bidimensional en el cauce del rio Tingo en la localidad de Vijus, Pataz, La Libertad 2019 [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2020. https://hdl.handle.net/20.500.12759/5909
@misc{renati/381068,
title = "Análisis del transporte de sedimentos mediante modelo numérico bidimensional en el cauce del rio Tingo en la localidad de Vijus, Pataz, La Libertad 2019",
author = "Roman Caspito, Antonela Magdalena",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2020"
}
In the Peruvian coast in the last years the phenomenon of the child, the one who lays time in the population with the same number of people. Along the whole coast, however, we have been in the town of Vijus, district of Patáz, province of Patáz, department of La Libertad. Why be in a populated center that lives very close to the river, in addition to the land of culture which means a very important impact on your economy to realize a flood. In the two-dimensional numerical model of the river the behavior of the foundation against the accumulation of solid material and scouring along its product section of the passage of an extraordinary avenue for a Period of return T = 100 years, with a flow of 393.9 m3 / s, a greater activity of these processes is seen in the curve (average) of the product, the centrifugal acceleration occurs the erosion of the bank in this section and the accumulation of sediment in the other end, exactly in the lower part of the cross section (bottom of the channel), which produces that curve moves to the right and pronounces a little more than what can be observed, the activity of sediment transport in this section is in the range of 0.48 to 0.72 m2 / s, also as you can see a undercut of 1.03 m to 1.73m deep.
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