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° |