Non-Darcy Flow Experiments of Water Seepage through Rough-Walled Rock Fractures

Table 2

Fitting results of hydraulic gradient and velocity Forchheimer of rough fracture under different width and JRC.

	JRC = 0~2	JRC = 4~6	JRC = 8~10	JRC = 12~14	JRC = 16~18
mm
(m/s)	2.2625	2.33838	3.00158	4.59449	4.73464
(s^2/m^2)	1.71569	1.95405	4.5939	5.48664	7.87306
	0.99934	0.99907	0.99978	0.99979	0.99989
mm
(m/s)	0.89822	0.93125	1.00871	1.37839	1.4179
(s^2/m^2)	0.54652	0.81158	1.80318	2.19659	2.81492
	0.99887	0.99971	0.99991	0.99985	0.99977
mm
(m/s)	0.42999	0.44416	0.505	0.65791	0.70822
(s^2/m^2)	0.33712	0.53461	1.14307	1.50399	2.12647
	0.99979	0.99991	0.99881	0.99994	0.99994
mm
(m/s)	0.1802	0.19635	0.20816	0.26325	0.2692
(s^2/m^2)	0.20234	0.345	0.58162	0.78286	1.05912
	0.99996	0.99979	0.99983	0.99976	0.99993
mm
(m/s)	0.07916	0.08263	0.08873	0.11078	0.11173
(s^2/m^2)	0.11693	0.19224	0.34923	0.43399	0.57152
	0.99998	0.99973	0.99996	0.99992	0.99942