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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

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