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Table 3 Modelling results and comparison with field data

From: SPH propagation back-analysis of Baishuihe landslide in south-western China

Case

Vin

(m3)

Vfin

(m3)

L

(m)

Hmed

(m)

Vnorm

(−)

Lnorm

(−)

Hnorm

(−)

RE

(−)

1

550125

988065

680

9

1.136

1.172

0.900

0.241

2

733500

1246833

731

11

1.433

1.260

1.100

0.515

3

916875

1538495

760

11

1.768

1.310

1.100

0.835

4

733500

2161358

896

15

2.484

1.545

1.500

1.658

5

550125

1728754

797

13

1.987

1.374

1.300

1.097

6

550125

1030627

955

9

1.185

1.647

0.900

0.680

7

550125

1030290

840

9

1.184

1.448

0.900

0.495

8

550125

954585

550

11

1.097

0.948

1.100

0.149

9

550125

912255

615

11

1.049

1.060

1.100

0.126

10

550125

964473

719

9

1.109

1.240

0.900

0.281

  1. Vin initial volume; Vfin final volume; L width of deposition zone; Hmed mean deposition height; Lnorm normalised width of deposition zone; Vnorm normalised final volume; RE relative error indicator according to Eq. 4