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Methods and Models to Simulate the Groundwater Flow in Rock Masses

  • Laura ScesiEmail author
  • Paola Gattinoni
Chapter

Abstract

Moving from a qualitative to a quantitative interpretation of the groundwater flow in rock masses, which is fundamental in application problems (for example, to correlate groundwater flow in the rock mass with the development of slope instability phenomena), requires the development of a model of the groundwater flow within the discontinuity network, according to specific boundary conditions. Quite often, the complexity of the problem sets limits to its application. Actually, that approach is quite difficult due to the need to recreate a complex system such as that of the rock mass, where the availability of data in depth is often almost scarce, in particular if quite large areas are taken into consideration.

Keywords

Hydraulic Conductivity Shear Zone Groundwater Flow Hydraulic Head Discrete Approach 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Copyright information

© Springer Science+Business Media B.V. 2009

Authors and Affiliations

  1. 1.Dept. of Environmental, Hydraulic Infrastructures and Surveying EngineeringPolitecnico di MilanoMilanoItaly

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