Citas bibligráficas
Isquierdo, A., Bautista, S. (2024). Modelación Hidrológica e Hidráulica De La Cuenca Fortaleza Para El Dimensionamiento De Estructuras Resilientes [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/674671
Isquierdo, A., Bautista, S. Modelación Hidrológica e Hidráulica De La Cuenca Fortaleza Para El Dimensionamiento De Estructuras Resilientes [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/674671
@misc{renati/419428,
title = "Modelación Hidrológica e Hidráulica De La Cuenca Fortaleza Para El Dimensionamiento De Estructuras Resilientes",
author = "Bautista Perez, Sleither Javier",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
The professional proficiency work carried out seeks to develop effective solutions to mitigate the impacts of hydrometeorological events in vulnerable areas, contributing to the advancement of civil engineering and the design of infrastructures capable of resisting and recovering from adverse situations. To achieve the objectives, various methodologies and specialized tools were used in the modeling of hydrological processes and the evaluation of the hydraulic capacity of containment structures. Through an interdisciplinary approach, knowledge of hydrology, hydraulics, geotechnics and structural design was integrated to develop a comprehensive solution proposal that considers both technical and environmental and social aspects. Hydrological modeling made it possible to analyze the behavior of the Fortaleza basin in the face of different precipitation scenarios, identifying critical areas and water flows that served as the basis for the design of control and prevention measures. On the other hand, hydraulic modeling focused on evaluating the response capacity of containment structures to maximum flows, optimizing their geometry and materials to guarantee their effectiveness and durability. After developing the proposed solution, computer simulations were carried out, corroborating the efficiency of the measures implemented and their impact on reducing risks associated with floods and landslides. The interpretation of the results obtained allowed us to identify areas of improvement and necessary adjustments to optimize the performance of the designed structures
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