Research Article

The Parabolic Variational Inequalities for Variably Saturated Water Flow in Heterogeneous Fracture Networks

Table 3

Parameters of fractures and probability model.

Dip (°)Aperture (10−4 m)Mean trace length (m)Mean spacing (m)
Mean valuesVarianceProbability model

Case 0.1Normal0.2
 150.32.0
 1350.10.8
Case
 300.32.0
 1350.10.8
Case
 450.32.0
 1350.10.8
Case
 600.32.0
 1350.10.8