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Table 3 Intensity parameters obtained with the model (Bingham rheology)

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

  Type of event Max height (m) Max velocity (m/s) Max volume + entrainment (m3)
−1 σ \( \overline{\mathrm{X}} \) +1 σ −1 σ \( \overline{\mathrm{X}} \) +1 σ −1 σ \( \overline{\mathrm{X}} \) +1 σ
Riou-Bordoux Point A Minor 0 0 0 0 0 0 0 0 0
Moderate 1.83 2.38 3.06 12.92 14.17 17.30 18,518 26,712 38,326
Major 4.18 5.71 6.63 19.10 21.15 23.73 36,881 44,553 51,615
St. Pons Point B Minor 0 0 0 0 0 0 0 0 0
Moderate 0 0 0 0 0 0 0 0 0
Major 0.85 2.33 3.79 7.44 14.22 18.55 8,523 16,211 19,274
La Valette Point C Minor 0 0 0 0 0 0 0 0 0
Moderate 0 1.22 1.93 0 12.47 17.94 0 12,572 15,494
Major 1.85 3.88 5.16 8.21 19.77 23.55 11,893 16,759 23,322
Faucon Point D Minor 0 0 0 0 0 0 0 0 0
Moderate 0 1.16 3.26 0 11.75 18.48 0 22,363 34,846
Major 3.12 4.98 7.92 19.44 22.21 24.55 55,377 83,013 127,362
Bourget Point E Minor 0 0 0 0 0 0 0 0 0
Moderate 0 0.66 1.15 0 12.12 17,41 0 9,539 15,253
Major 1.88 4.12 7.17 16.66 21.83 24.83 23,365 74,746 104,682
Sanieres Point F Minor 0 0 0 0 0 0 0 0 0
Moderate 0 0.74 1.39 0 13.42 17.77 0 11,772 18,829
Major 2.13 4.64 7.36 18.48 22.17 24.15 27,503 79,452 108,774
  1. Measurements were done at each control point for each simulation. Zero values mean that the flow does not reach the control point