Citas bibligráficas
Mogrovejo, R., (2019). Estimación del Caudal de Filtraciones en Macizos Fracturados Usando FEFLOW para las Galerías de Drenaje: Caso Derrumbe 5 – Huancavelica – 2019 [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/652445
Mogrovejo, R., Estimación del Caudal de Filtraciones en Macizos Fracturados Usando FEFLOW para las Galerías de Drenaje: Caso Derrumbe 5 – Huancavelica – 2019 [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2019. http://hdl.handle.net/10757/652445
@misc{renati/390829,
title = "Estimación del Caudal de Filtraciones en Macizos Fracturados Usando FEFLOW para las Galerías de Drenaje: Caso Derrumbe 5 – Huancavelica – 2019",
author = "Mogrovejo Gutiérrez, Rubén Esaú",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2019"
}
For years, the human being has tried to approximate the complexities of nature, the principles and the numerical tools for the mode of superficial and subterranean clarification, the use of the data measured in the field (piezometers, records of diamond drilling and gauging) and its statistical treatment, allows to infer and / or predict flow models (circulation) within the geological masses, this flow of filtrations being a dependent variable, and its importance to be estimated and drained adequately, as well as to the monitoring indicators and control of the flow within geological masses. The information that was collected and interpreted, is based on the data obtained from the field, which allowed us to propose a conceptual flow model that considered the characteristics of the rock mass (s) present in Collapse 5, and establishing a first estimate of the flow of leaks within these geological masses. The conceptual model of inferred flow and geology was implemented using the FEFLOW 7.1 code, allowing to establish a numerical approximation solution under the finite element technique, assigning initial conditions and permeability values for each geological mass of complex constitution, comparing the data observed in the field versus the results of the numerical model, allowed to establish the calibration curve, obtaining RMS results below 5%, acceptable value in modeling techniques, the values that were estimated for the flow of filtration in the galleries were estimated in the order 2.1 l / s at 5.0 l / s based on the interpretation of the data measured in the field (aforos) versus the numerically estimated ones.
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