Fig. 6: Run-out Parameter Trends Across Slope Stability Classes. | npj Natural Hazards

Fig. 6: Run-out Parameter Trends Across Slope Stability Classes.

From: Predicting debris flow pathways using volume-based thresholds for effective risk assessment

Fig. 6

Analysis of run-out parameters in different slope stability classes. a Deposition of materials occurs in gentle slope, which is normally non-susceptible. The trend of deposition is inversely proportional to landslide susceptibility. Deposition is higher in SH-type debris flow. b Flow velocity increases with increase in landslide susceptibility due to increasing slope. Velocity is higher in SH-type debris flow. c Pressure of flow increases with increase in landslide susceptibility. Pressure is higher in SH-type debris flow. d SH-type debris flow has higher flow heights than SC-type (Software used: R).

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