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Table 4 Log-normal distribution of the Voellmy model parameters. The geometric moments of each distribution were used as input parameters inside the “AschFlow” model

From: ASCHFLOW - A dynamic landslide run-out model for medium scale hazard analysis

 

Lognormal parameters

Geometric moments

  

Mu

Sigma

Mean

Standard deviation

Mean + 1SD

Mean - 1SD

Friction coefficient

−2.088

0.7310

0.1239

2.0773

0.2573

0.0596

Turbulent coefficient

5.6486

0.6302

283.89

1.8780

533.1640

151.1670