From: Influence of particle size on non-Darcy seepage of water and sediment in fractured rock
Concentration of sediment (kg/m3) | Particles size | \(I_{e}\) \(I_{e} \;\left( {{\text{m}}_{{}}^{n + 2} \cdot {\text{s}}_{{}}^{2 - n} /{\text{kg}}} \right)\) | \(\beta \;({\text{m}}_{{}}^{ - 1} )\) |
---|---|---|---|
20 | 0.04 | 1.57E−06 | 5.67E+06 |
0.075 | 7.62E−07 | 1.46E+07 | |
0.100 | 4.34E−07 | 2.64E+07 | |
0.151 | 1.71E−07 | 6.48E+07 | |
40 | 0.04 | 8.34E−07 | 2.14E+06 |
0.075 | 5.53E−07 | 1.03E+07 | |
0.100 | 3.54E−07 | 1.75E+07 | |
0.151 | 1.73E−07 | 2.93E+07 | |
60 | 0.04 | 6.82E−07 | 3.04E+06 |
0.075 | 4.41E−07 | 1.10E+07 | |
0.100 | 2.60E−07 | 2.54E+07 | |
0.151 | 6.31E−08 | 9.33E+07 | |
80 | 0.04 | 6.76E−07 | 1.05E+06 |
0.075 | 6.76E−07 | 4.77E+07 | |
0.100 | 2.20E−07 | 9.90E+07 | |
0.151 | 1.28E−07 | 2.28E+08 |