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.

JRCNon-Darcy influence coefficient relationCorrelation coefficient

JRC = 0~20.93097
JRC = 4~60.98537
JRC = 8~100.96860
JRC = 12~140.97674
JRC = 16~180.96215