Bibliographic citations
Calderón, W., Reyna, C. (2023). Modelamiento hidrologico e hidraulico del río Moche, para diseño de nuevo puente en la progresiva 557+300 de la carretera panamericana norte, distrito Moche. La Libertad [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/10156
Calderón, W., Reyna, C. Modelamiento hidrologico e hidraulico del río Moche, para diseño de nuevo puente en la progresiva 557+300 de la carretera panamericana norte, distrito Moche. La Libertad [Tesis]. PE: Universidad Privada Antenor Orrego - UPAO; 2023. https://hdl.handle.net/20.500.12759/10156
@misc{renati/371220,
title = "Modelamiento hidrologico e hidraulico del río Moche, para diseño de nuevo puente en la progresiva 557+300 de la carretera panamericana norte, distrito Moche. La Libertad",
author = "Reyna Dávila, Carlomagno",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2023"
}
The objective of this thesis is to carry out a hydrological and hydraulic modeling of the Moche River, for the design of a new bridge in the progressive 557 + 300 of the North Pan-American highway, District of Moche, in the Department of La Libertad, for this purpose, HEC-HMS and IBER v2.0 software will be used; it was possible to apply with the data obtained from the Quirihuac station, to calculate the flood flows within the basin and sub-basins”. “Through the pluviometric data obtained from the mentioned stations and the use of the ArcGis software; The geomorphological parameters of the Moche river basin were determined and through the HEC-HMS software, with the use of the Unit Hydrograph Method (SCS), the flows produced by the maximum rainfall in 24 hours were also determined, obtaining the resulting hydrograph for the return periods of 20, 50, 100 and 500 years, their respective flows being 189.5, 333.7, 556 and 1580.3”. ““Likewise, the determination of a minimum level of the bottom of the deck beam and a maximum level of scour in the foundations was raised, Regulatory aspects regarding bridges and the presentation of the software that was used for the development of the thesis, information cartographic, pluviometric, bathymetric, evaluation of soil studies and analysis of vegetation cover information, calculations made for both hydrology and hydraulics, conclusions and recommendations, as well as the final result, which is the minimum height of the deck beam bottom and the maximum elevation for foundations
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