Research Article

Investigation on Nonlinear Flow Behavior through Rock Rough Fractures Based on Experiments and Proposed 3-Dimensional Numerical Simulation

Figure 21

Velocity distribution of specimen S1.
(a) Interested angle of 30°
(b) Interested angle of 60°
(c) Interested angle of 90°
(d) Interested angle of 120°
(e) Interested angle of 150°