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Table 1 Physical properties of the flow simulation

From: Torrent rainfall-induced large-scale karst limestone slope collapse at Khanh waterfall, Hoa Binh Province, Vietnam

Parameter

 

Value

Unit

Time step

Δt

0.005

s

Mesh size

Δx × Δy

5 × 5

m

Internal friction angle before collapse (calculated in Table 2)

φint

30

°

Basal friction angle after collapse

(calculated in Table 2)

φbed

15

°

Ratio of basal pore fluid pressure (calculated in Table 3)

λ

0.5

–

Gravity acceleration

gz

9.8

m/s2