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

Table 4

The seepage parameters considering different intersected angles of rough fractures.

CFI /°	Specimen S1			Specimen S4
	(kg/m^8/10^14)			(kg/m^8/10^14)
30	2.309	133.42	0.020	2.396	128.61	0.021
60	2.806	109.81	0.024	3.043	101.23	0.026
90	2.969	103.78	0.026	3.284	93.83	0.028
120	3.022	101.93	0.026	3.511	87.76	0.030
150	3.369	91.44	0.029	3.585	85.94	0.031