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

Table 1

Parameters of fractures and probability model.

Dip (°)	Aperture (10^−4 m)			Mean trace length (m)	Mean spacing (m)
	Mean values	Variance	Probability model
Case
180	0.1	0.0	Normal	2.0	0.005
90	0.5	0.5	Normal	2.0	0.005
Case
180	0.1	0.0	Normal	0.2	0.010
90	0.5	0.5	Normal	0.2	0.010