Fig. 8
From: Influence of particle size on non-Darcy seepage of water and sediment in fractured rock
Curves of permeability parameters changing with \(d_{s}\). a Curve of \(I_{e} - d_{s}\) under 20 kg/m3, b curve of \(\beta - d_{s}\) under 20 kg/m3, c curve of \(I_{e} - d_{s}\) under 40 kg/m3, d curve of \(\beta - d_{s}\) under 40 kg/m3, e curve of \(I_{e} - d_{s}\) under 60 kg/m3, f curve of \(\beta - d_{s}\) under 60 kg/m3, g curve of \(I_{e} - d_{s}\) under 80 kg/m3, h curve of \(\beta - d_{s}\) under 80 kg/m3