Bibliographic citations
Velásquez, G., Chuyacama, J. (2015). Aplicación del método numérico para el tránsito de avenidas en embalses, de la presa caso: Laguna Quinsacocha - Pisac. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/82
Velásquez, G., Chuyacama, J. Aplicación del método numérico para el tránsito de avenidas en embalses, de la presa caso: Laguna Quinsacocha - Pisac. [Tesis]. : Universidad Andina del Cusco; 2015. https://hdl.handle.net/20.500.12557/82
@misc{renati/1123414,
title = "Aplicación del método numérico para el tránsito de avenidas en embalses, de la presa caso: Laguna Quinsacocha - Pisac.",
author = "Chuyacama Peñalva, Joseph Pedro",
publisher = "Universidad Andina del Cusco",
year = "2015"
}
This research aims to determine the influence of Hydrologic Routing in the spillway of the dam Quinsaccocha applying the numerical method for the purpose of maximum flood and varied return period, compared to the existing outlet structure. And analyzed using complete hydrological stations was achieved regionalize Quinsaccocha precipitation basin, gaining influence factors depending on the height, to move to the basin and generate annual rainfall in the basin. Then an analysis of extreme events such as: maximum flow based on the maximum rainfall of 24 hours and a return period based on the life and the risk of failure. Likewise generation for average monthly flows year for an extended period using the water model was performed Lutz Scholtz. Finally applying the numerical method for Hydrologic Routing in Quinsaccocha basin was determined through iterations geometry proposed dam spillway. Then objectives are met: determine significant differences in the characteristics of the proposed landfill and the existing establish the characteristics of outflow hydrograph and apply the numerical method for the Hydrologic Routing proposing geometry landfill for best performance of the dam. After fulfilling these objectives, we conclude that the Hydrologic Routing influences the Quinsaccocha Weir Dam, applying the numerical method for the purpose of maximum flood and varied return period, compared to the existing outlet structure.
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