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

Geoenvironmental Disasters

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

	Type of event	Max height (m)			Max velocity (m/s)			Max volume + entrainment (m3)
	Type of event	−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

Measurements were done at each control point for each simulation. Zero values mean that the flow does not reach the control point