From: Investigation of the initiation mechanism of an earthquake- induced landslide during rainfall: a case study of the Tandikat landslide, West Sumatra, Indonesia
Infiltration model parameters
Values
Saturated hydraulic conductivity, ks (mm/h)
300
Suction head, ψ (mm)
240
Initial volumetric water content, Δwi
0.62
Volumetric water content at saturation, Δws
0.71
Slope angle, θ (o)
30