Clase09 casos - Modelamiento.pdf

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El documento describe las características hidráulicas y el modelado hidrogeológico de la minería peruana en América Latina. Explica cómo se usan los modelos para analizar los niveles piezométricos, modelar manantiales, estudiar los efectos de los túneles, y calcular infiltraciones, además de modelar soluciones preventivas y usar el modelo como herramienta de gestión. El ingeniero Julio Verdejo Serrano es el expositor.

Ingeniería

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CARACTERÍSTICAS HIDRÁULICAS Y
MODELAMIENTO
HIDROGEOLÓGICO
Ingeniero
Julio
Verdejo Serrano
Expositor:

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Fuente Aguas Calientes
Departamento Huancavelica
Sector Huancavelica
Pozo
Boletin Bol. 21
Altitud 2950
Caudal 1,0
Situacion Gpo. Pucará (carbonatos), sínter de
carbonatos.
Tipo de Surgencia Manantial
Uso Baños abandonadod
Temperatura 22,0
PH 6,6
Conductividad Electrica 1400
Temp reser
Gases
Tipo de Agua Termal

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Límites del modelo
Divisoriahidrogeológica
Divisoriahidrogeológica
Cauces

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 Análisis de niveles piezométricos
 Modelización de manantiales
 Estudio de afecciones por parte de los túneles
 Cálculo de infiltraciones al túnel
 Modelización de soluciones preventivas
 Modelo como herramienta de gestión

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Clase09 casos - Modelamiento.pdf

1. 1 1 www.peruminalati.com Minería Peruana en América latina CARACTERÍSTICAS HIDRÁULICAS Y MODELAMIENTO HIDROGEOLÓGICO Ingeniero Julio Verdejo Serrano Expositor:

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9. 9 9 www.peruminalati.com Minería Peruana en América latina Fuente Aguas Calientes Departamento Huancavelica Sector Huancavelica Pozo Boletin Bol. 21 Altitud 2950 Caudal 1,0 Situacion Gpo. Pucará (carbonatos), sínter de carbonatos. Tipo de Surgencia Manantial Uso Baños abandonadod Temperatura 22,0 PH 6,6 Conductividad Electrica 1400 Temp reser Gases Tipo de Agua Termal

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14. 14 14 www.peruminalati.com Minería Peruana en América latina Límites del modelo Divisoriahidrogeológica Divisoriahidrogeológica Cauces

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18. 18 18 www.peruminalati.com Minería Peruana en América latina  Análisis de niveles piezométricos  Modelización de manantiales  Estudio de afecciones por parte de los túneles  Cálculo de infiltraciones al túnel  Modelización de soluciones preventivas  Modelo como herramienta de gestión

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