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Table 2 The ratio of the observed and the theoretical phase velocity difference

From: Effects of surface topography and subsurface structural irregularities of river embankments on Rayleigh wave propagation

Model

Source distance range [m]

Frequency [Hz]

10–20

20–30

30–40

40–50

A

5–20

3.2

2.5

3.6

34.0

5–15

–

4.4

2.2

4.2

10–20

–

5.1

4.3

90.8

15–25

–

10.0

41.1

60.3

B

5–20

2.5

0.7

1.0

1.6

5–15

–

2.9

2.6

2.3

10–20

–

1.2

1.0

1.9

15–25

–

2.6

0.8

1.8

C

5–20

10.8

3.3

2.1

1.7

5–15

–

6.0

4.2

3.3

10–20

–

4.5

1.6

1.3

15–25

–

3.3

1.5

1.0

  1. The unit is %