Experimental Study on Stress-Dependent Nonlinear Flow Behavior and Normalized Transmissivity of Real Rock Fracture Networks

Table 1

Values of , , , and of fracture networks with different numbers of intersections subjected to various boundary loads .

	(kN)	(kg⋅Pa^−1⋅s^−1⋅m^−4)	(kg⋅Pa^−1⋅m^−7)
1	7			0.9993	6.01
	14			0.9994	10.78
	21			0.9993	25.34
	28			0.9994	57.05
	35			0.9996	118.57
4	7			0.9993	2.29
	14			0.9990	4.80
	21			0.9995	15.16
	28			0.9995	27.17
	35			0.9994	59.06
7	7			0.9991	1.63
	14			0.9995	1.96
	21			0.9994	9.58
	28			0.9996	18.44
	35			0.9975	21.50
12	7			0.9994	0.62
	14			0.9989	1.45
	21			0.9995	6.96
	28			0.9994	8.36
	35			0.9996	13.01