A new flow rule, v = v∞[1−exp(−l/L)]^{1/2} with v∞ ∝ μ_r^{3/2}[(tanθ−μ_r)h]^{4/3}, describes undeveloped and fully developed dense granular flows down rough inclines in the tested data.
Petley, Global patterns of loss of life from landslides, Geology 40, 927 (2012)
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Unified Flow Rule of Undeveloped and Fully Developed Dense Granular Flows Down Rough Inclines
A new flow rule, v = v∞[1−exp(−l/L)]^{1/2} with v∞ ∝ μ_r^{3/2}[(tanθ−μ_r)h]^{4/3}, describes undeveloped and fully developed dense granular flows down rough inclines in the tested data.