Citas bibligráficas
Camacho, B., De, J. (2021). Propuesta de diseño de un muro de defensa ribereña con sistema de drenaje LGD en el Río Rímac desde el puente colgante al puente estela montti, Chosica [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/658731
Camacho, B., De, J. Propuesta de diseño de un muro de defensa ribereña con sistema de drenaje LGD en el Río Rímac desde el puente colgante al puente estela montti, Chosica [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/658731
@misc{renati/1291388,
title = "Propuesta de diseño de un muro de defensa ribereña con sistema de drenaje LGD en el Río Rímac desde el puente colgante al puente estela montti, Chosica",
author = "De La Cruz Mesías, Jheison Ulises",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
The objective of this research is to propose the use of a riverine defense wall with an LGD drainage system to comply with the technical considerations of the land and mitigate the economic - social impact caused by the overflow of the Rímac River, in the stretch of study from the Hanging Bridge located on Av. Arequipa to the Estela Montti Bridge, in the city of Chosica. Over the years, the human settlement, Clorinda Málaga, which resides near the bank of the Rímac River has been constantly affected by the overflowing of the Rímac River, generating great human and material losses. Currently, the District Municipality of Chosica has preventive measures against these flood phenomena, but they are not very efficient and do not generate security, since they are temporary solutions. To achieve the proposed objective, the following previous studies were carried out: Vulnerability and risk assessment; Flood risk analysis; Hydrological and Hydraulic Study and Software Modeling. Then, conventional and unconventional riparian defense walls were designed and budgeted, in order to evaluate them based on their efficiency, technical factors and cost / benefit. As a result, the proposed wall design cannot be selected for its execution, since the width of its foundation exceeds what is allowed by the technical considerations of the terrain. For this reason, it is recommended to execute a reinforced concrete wall (upstream) and cyclopean concrete wall (downstream) for the critical areas of the section under study.
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