Bibliographic citations
López, B., Álvarez, G. (2021). Diseño hidráulico de las obras de control de torrentes y retención de sedimentos en la Quebrada Rinconada, Distrito Salaverry - Trujillo [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/7842
López, B., Álvarez, G. Diseño hidráulico de las obras de control de torrentes y retención de sedimentos en la Quebrada Rinconada, Distrito Salaverry - Trujillo [Tesis]. PE: Universidad Privada Antenor Orrego; 2021. https://hdl.handle.net/20.500.12759/7842
@misc{renati/371351,
title = "Diseño hidráulico de las obras de control de torrentes y retención de sedimentos en la Quebrada Rinconada, Distrito Salaverry - Trujillo",
author = "Álvarez Borja, Gary Edinson",
publisher = "Universidad Privada Antenor Orrego",
year = "2021"
}
The phenomenon of child in the month of March 2017, caused intense rainfall generated by torrential rains, which gave rise to a maximum avenue event that transports mud and debris through the streams, which end up flowing into their dejection cone, which that causes problems of flooding, erosion and accumulation of sediments that represent a constant danger for the mother canal, this being the main Hydraulic Infrastructure with which the agricultural areas of the Moche Valley and the Drinking Water Treatment Plant are supplied. This thesis consists of the Hydraulic Design of the Works for the control of torrents and sediment retention in the Rinconada Stream, for which the hydrological and hydraulic modeling was previously carried out. For the Hydrological model, the characterization of the Rinconada Creek was carried out, which was divided into 3 branches, from which its main parameters were obtained, as well as the historical precipitation data of the different Stations. Therefore, the hydrological model was carried out with the ArcGIS and HEC-HMS software. In this way it was possible to determine the maximum flows of the return periods of 50, 100, 140 and 200 years. For the hydraulic model, the FLO-2D software was used, which had as input parameters the hydrograph calculated by the hydrological model, the digital topography of the terrain, and the rheological parameters such as viscosity and yield stress, to later obtain as results, the maximum speeds and depths of the return periods determined in advance. The Hydraulic design was carried out for the maximum flows, corresponding to a return period of 140 years. Finally, the proposed structures were integrated into the modeling, which has given satisfactory results to stabilize the streams, reduce the effects of the huaycos and thus protect the mother canal
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