pdf, 12 MiB - Infoscience - EPFL
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pdf, 12 MiB - Infoscience - EPFL
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Chapter 6 - Analysis of the test results<br />
With a somewhat wider grain size distribution ( σ = 3.21 ), Peter (1986) observed for the deepest<br />
scour similar relationships ( d ma, <strong>12</strong>, o ≈ 2 ⋅ d m and d ma, <strong>12</strong>, i ≈ 0.8…1 ⋅ d m ).<br />
d in [mm]<br />
UPSTREAM<br />
OUTSIDE<br />
UPSTREAM<br />
INSIDE<br />
DOWNSTREAM<br />
OUTSIDE<br />
DOWNSTREAM<br />
INSIDE<br />
SAMPLE TAKEN<br />
AT OUTLET<br />
ID<br />
d m<br />
d 90<br />
d m<br />
d 90<br />
d m<br />
d 90<br />
d m<br />
d 90<br />
d m<br />
d 90<br />
B1b<br />
B1c<br />
B1d<br />
16.3<br />
18.5<br />
15.8<br />
20.4<br />
21.2<br />
20.4<br />
5.0<br />
5.4<br />
7.0<br />
5.5<br />
6.3<br />
7.8<br />
14.5<br />
16.1<br />
17.3<br />
19.0<br />
20.7<br />
24.6<br />
5.0<br />
4.9<br />
4.8<br />
5.5<br />
5.4<br />
5.4<br />
9.1<br />
15.2<br />
14.8<br />
21.5<br />
B2b<br />
B2c<br />
B2d<br />
23.4<br />
24.9<br />
25.0<br />
29.1<br />
29.2<br />
29.2<br />
9.9<br />
6.7<br />
7.3<br />
<strong>12</strong>.9<br />
7.6<br />
7.9<br />
20.9<br />
23.4<br />
24.1<br />
27.6<br />
28.2<br />
28.7<br />
8.5<br />
8.0<br />
6.6<br />
10.6<br />
9.7<br />
7.6<br />
<strong>12</strong>.1<br />
10.9<br />
14.0<br />
18.8<br />
15.9<br />
21.3<br />
B3b<br />
B3c<br />
B3d<br />
15.2<br />
17.0<br />
17.7<br />
20.0<br />
20.5<br />
20.9<br />
5.7<br />
4.8<br />
4.6<br />
6.6<br />
5.3<br />
5.3<br />
15.9<br />
16.3<br />
16.0<br />
20.4<br />
20.3<br />
19.8<br />
5.7<br />
5.4<br />
5.0<br />
7.2<br />
6.2<br />
5.5<br />
7.9<br />
7.6<br />
7.8<br />
11.6<br />
11.1<br />
<strong>12</strong>.1<br />
B4b<br />
B4c<br />
B4d<br />
15.6<br />
17.9<br />
15.7<br />
19.8<br />
20.9<br />
19.9<br />
7.0<br />
4.9<br />
7.4<br />
9.3<br />
5.4<br />
<strong>12</strong>.1<br />
16.1<br />
15.9<br />
16.2<br />
20.5<br />
20.5<br />
20.3<br />
8.4<br />
6.2<br />
8.2<br />
13.7<br />
7.6<br />
13.9<br />
8.0<br />
9.4<br />
8.3<br />
13.2<br />
13.8<br />
<strong>12</strong>.9<br />
C1b<br />
C1c<br />
C1d<br />
15.9<br />
16.2<br />
16.7<br />
20.1<br />
20.3<br />
20.0<br />
5.4<br />
5.4<br />
5.4<br />
6.4<br />
6.2<br />
5.8<br />
15.3<br />
14.8<br />
13.6<br />
19.7<br />
19.6<br />
18.6<br />
5.1<br />
5.8<br />
4.7<br />
5.5<br />
6.9<br />
5.3<br />
7.5<br />
5.9<br />
11.4<br />
7.6<br />
C2b<br />
C2c<br />
C2d<br />
18.2<br />
17.9<br />
18.2<br />
20.9<br />
20.8<br />
20.9<br />
4.8<br />
5.4<br />
5.6<br />
5.4<br />
6.1<br />
6.6<br />
16.1<br />
16.1<br />
16.7<br />
20.2<br />
19.5<br />
20.3<br />
6.5<br />
5.9<br />
4.9<br />
9.4<br />
7.2<br />
5.4<br />
7.4<br />
8.0<br />
16.7<br />
10.1<br />
10.9<br />
20.3<br />
C3b<br />
C3c<br />
C3d<br />
17.5<br />
18.7<br />
18.2<br />
20.7<br />
21.1<br />
20.9<br />
4.6<br />
4.6<br />
5.4<br />
5.2<br />
5.3<br />
5.9<br />
15.0<br />
16.2<br />
16.6<br />
19.3<br />
20.2<br />
20.2<br />
7.0<br />
5.2<br />
5.6<br />
10.3<br />
6.4<br />
6.5<br />
6.8<br />
6.5<br />
7.6<br />
9.8<br />
9.5<br />
11.2<br />
C4b<br />
C4c<br />
C4d<br />
17.1<br />
17.7<br />
17.2<br />
20.8<br />
20.8<br />
20.7<br />
4.9<br />
5.3<br />
4.9<br />
5.4<br />
6.1<br />
5.4<br />
16.4<br />
16.3<br />
15.3<br />
20.3<br />
20.2<br />
19.5<br />
11.2<br />
8.7<br />
8.9<br />
17.2<br />
15.1<br />
16.1<br />
7.9<br />
7.5<br />
9.6<br />
<strong>12</strong>.5<br />
11.7<br />
14.3<br />
D1b<br />
D1c<br />
D1d<br />
D2b<br />
D2c<br />
D2d<br />
D3b<br />
D3c<br />
D3d<br />
D4b<br />
D4c<br />
D4d<br />
Table 6.5:<br />
14.8<br />
15.5<br />
16.8<br />
13.3<br />
16.4<br />
16.0<br />
13.1<br />
16.1<br />
17.0<br />
13.8<br />
16.7<br />
17.7<br />
20.0<br />
19.0<br />
20.6<br />
19.1<br />
20.2<br />
20.0<br />
17.6<br />
20.0<br />
20.4<br />
17.8<br />
20.3<br />
20.8<br />
6.7<br />
5.1<br />
6.1<br />
5.5<br />
5.2<br />
5.0<br />
9.6<br />
4.5<br />
4.8<br />
9.0<br />
6.1<br />
4.7<br />
8.5<br />
5.5<br />
7.5<br />
6.6<br />
5.7<br />
5.4<br />
13.7<br />
5.1<br />
5.3<br />
13.7<br />
7.3<br />
5.3<br />
14.9<br />
15.6<br />
16.2<br />
14.3<br />
15.4<br />
15.5<br />
15.6<br />
16.1<br />
15.8<br />
15.5<br />
16.0<br />
15.6<br />
19.6<br />
19.5<br />
19.9<br />
18.9<br />
19.3<br />
19.5<br />
20.0<br />
19.9<br />
19.6<br />
19.9<br />
20.2<br />
19.3<br />
5.4<br />
5.2<br />
4.8<br />
6.0<br />
5.3<br />
4.9<br />
6.1<br />
5.5<br />
5.2<br />
8.2<br />
6.9<br />
6.0<br />
6.6<br />
5.6<br />
5.4<br />
7.5<br />
6.1<br />
5.4<br />
7.7<br />
6.5<br />
5.6<br />
<strong>12</strong>.8<br />
9.0<br />
7.2<br />
6.9<br />
7.3<br />
8.4<br />
8.1<br />
10.4<br />
8.0<br />
8.2<br />
10.7<br />
9.1<br />
7.6<br />
9.1<br />
-<br />
d m and d 90 for the sediment samples of the armoring layer after the tests and at the outlet<br />
10.0<br />
10.9<br />
14.1<br />
<strong>12</strong>.7<br />
15.2<br />
11.9<br />
13.8<br />
15.1<br />
13.9<br />
11.6<br />
14.4<br />
-<br />
page 136 / November 9, 2002<br />
Wall roughness effects on flow and scouring