Citas bibligráficas
Robles, C., Quiroz, G. (2021). Propuesta de diseño hidráulico del puente Santa Lucia y defensa ribereña del río moche, desde el puente Santa Lucia hasta la bocatoma Santa Lucía, de la provincia de Trujillo - La libertad [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/7258
Robles, C., Quiroz, G. Propuesta de diseño hidráulico del puente Santa Lucia y defensa ribereña del río moche, desde el puente Santa Lucia hasta la bocatoma Santa Lucía, de la provincia de Trujillo - La libertad [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2021. https://hdl.handle.net/20.500.12759/7258
@misc{sunedu/3586206,
title = "Propuesta de diseño hidráulico del puente Santa Lucia y defensa ribereña del río moche, desde el puente Santa Lucia hasta la bocatoma Santa Lucía, de la provincia de Trujillo - La libertad",
author = "Quiroz Alarco, Gustavo Rafael",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2021"
}
The objective of this thesis is the hydraulic design of the Santa Lucia bridge and improve the riverside defense of the Moche River, from the Santa Lucia bridge, to the Santa Lucia intake, it corresponds to the specialty of Fluvial Hydraulics, where important aspects have been analyzed and calculated of the riverbed and flow of the Moche River, in addition, a one-dimensional model has been made, a Bridge that we will propose that will cross the Moche River in the Santa Lucia sector. For the calculations, theories of fluvial hydraulics and methodologies for the type of riverbed have been used, that is, morphology and granulometric distribution of the bottom sediments. Likewise, one-dimensional numerical modeling has been carried out with the Hec Ras software (free program) to evaluate the behavior of the river against the proposed structures. The data used have been mainly those obtained by topographic survey with differential GPS and drone (Orthophotos and Dem), hydrological data (flows) and bottom sediment data. The tools used have been the Excel, Civil 3D, Hec Ras and ArcGis softwares. Where the one-dimensional model shows us that the maximum speeds are found in the sections that are attached to the bridge, being 4.55m3 / s, 5.25m3 / s and 6.60 m3 / s for return periods of 50, 100 and 500 years respectively, which these speeds will produce great erosion in the piers of the bridge. These speeds produced by the flows that pass through the Moche river at the height of the Santa Lucia bridge directly affect the pillars since the maximum speeds are generated between the pillars causing damage to them, which in the medium term will be in a state of deterioration and producing local scour of up to 10.00 m in this area of the pillars
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