Bibliographic citations
Iruri, O., Jiménez, L. (2021). Delimitación de áreas críticas mediante el modelamiento de flujo de lodos con el software flo 2D en la quebrada malanche, distrito de Punta Hermosa, Lima-Perú [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/656076
Iruri, O., Jiménez, L. Delimitación de áreas críticas mediante el modelamiento de flujo de lodos con el software flo 2D en la quebrada malanche, distrito de Punta Hermosa, Lima-Perú [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/656076
@misc{renati/395588,
title = "Delimitación de áreas críticas mediante el modelamiento de flujo de lodos con el software flo 2D en la quebrada malanche, distrito de Punta Hermosa, Lima-Perú",
author = "Jiménez Garcia, Luis Fabricio",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
Mud flows are natural phenomena with great destructive power, very common in Peru. Affected areas are spaces delimited by a certain break, resulting in the main impacts in the delta. The damage they cause is considerable for their great energy, destroying or razing everything in its path, even demolishing structures of armed concrete. The present thesis shows the hydrological and hydraulic modeling of the Quebrada Malanche, located in the district of Punta Hermosa, developed with the purpose of obtaining the hazard map, which will allow the creation of an environment of awareness to natural phenomena and generate plans for the construction of structures that avoid or mitigate the impact of this phenomenon. A theoretical framework is presented that addresses the basic concepts related to the study of hydrology and hydraulics, the research methodology and the development of each model. For the hydrological model, the characterization of thr Quebrada Malanche was carried out and its main parameters were obtained, as well as the acquisition of historical data on maximum 24-hour rainfall. Hyfran software was also used for statistical analysis of this data. Thus, the hydrological model was made with the HEC-HMS version 4.4 software in collaboration with ArcGIS version 10. 5 and its HEC-GeoHMS extension. Thus, it was possible to determine the maximum flows under the return periods of 25, 50, 100, 200 years. The hydraulic model was developed with FLO-2D PRO software, which simulates non-Newtonian fluid flow. To do this, the input parameters to the hygrogram calculated in the hydrological model, the digital topography of the terrain, estimated values of the roughness of the channel and the floodplain, solid hygrograms and rheological parameters such as viscosity and yieldion effort were taken as input parameters. In this way you get the simulation for each established scenario, so, the FL0-2D program reports straps and speeds of the sludge flow for each return period. The calibration of the numerical model consisted of trying to match the straps of the model with the flow marks registered in the field and by analyzing their topography. From validation and with program outputs, a threat map can be developed to help mitigate the effects of sludge flow in areas surrounding the Malanche Quebrada.
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