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Advances in Civil Engineering
/
2018
/
Article
/
Tab 3
/
Research Article
Experimental Study on Nonlinear Seepage Characteristics and Particle Size Gradation Effect of Fractured Sandstones
Table 3
Barree–conway seepage model parameters of fractured sandstones with different porosities.
(
μ
m
2
)
(
μ
m
2
)
(1/mm)
0.10
0.132
0.00170
0.013
2.762
0.15
1.625
0.139
0.086
1.595
0.20
6.359
0.795
0.125
0.895
0.25
12.900
2.941
0.228
0.615
0.30
22.300
7.381
0.331
0.526