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Geofluids
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2018
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Article
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Tab 3
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Research Article
Non-Darcy Flow Experiments of Water Seepage through Rough-Walled Rock Fractures
Table 3
The relationship between non-Darcy number and gap width under different joint roughness.
JRC
Non-Darcy influence coefficient relation
Correlation coefficient
JRC = 0~2
0.93097
JRC = 4~6
0.98537
JRC = 8~10
0.96860
JRC = 12~14
0.97674
JRC = 16~18
0.96215