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pdf, 12 MiB - Infoscience - EPFL

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Chapter 7 - Establishing an empirical formula<br />

7<br />

6<br />

5<br />

h <strong>12</strong>,max<br />

Computed<br />

4<br />

3<br />

2<br />

1<br />

0<br />

ID 1<br />

0 1 2 3 4 5 6 7<br />

ID 2<br />

0 1 2 3 4 5 6 7<br />

80<br />

70<br />

ScourLoc1, h 1,max<br />

Computed<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

140<br />

130<br />

<strong>12</strong>0<br />

ID 17<br />

0 10 20 30 40 50 60 70 80<br />

ID 18<br />

0 10 20 30 40 50 60 70 80<br />

ScourLoc2, h 2,max<br />

Computed<br />

Table 7.4:<br />

110<br />

100<br />

90<br />

80<br />

70<br />

ID 28<br />

60<br />

60 70 80 90 100 110 <strong>12</strong>0 130 140<br />

Measured<br />

Equation 7.51<br />

0 10 20 30 40 50 60 70 80<br />

Measured<br />

Plots of the maximum relative scour depth obtained with GPKernel - without macro-roughness<br />

See also Appendix <strong>12</strong>.1 (ID 1 corresponds to eq. 7.28, ID 17 to eq. 7.30 and ID 28 to eq. 7.35)<br />

page 176 / November 9, 2002<br />

Wall roughness effects on flow and scouring

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