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pdf, 12 MiB - Infoscience - EPFL

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Preliminary tests<br />

2) Results<br />

a) Location of the scour holes<br />

The first movements of the finest fractions were observed at a discharge of about 100 l/s. But still<br />

higher discharges were necessary to initiate the scour process. Appendix 3.1 gives the situation<br />

plots of the bed topography after the tests with different discharges. The plots show clearly that<br />

the bed topography starts changing at a discharge between <strong>12</strong>0 and 140 l/s. The formation of a<br />

point bar can be observed in the lower part of the bend between 70 and 90°. Parallel to the development<br />

of this point bar, the scour process starts at almost the same location. This process can<br />

also be seen on Appendix 3.3.1 (difference plots of the transversally averaged / minimum / maximum<br />

bed profile) and on Figure 5.1. The longitudinal profiles (Appendix 3.3) show the minimum<br />

respectively the maximum bed level of each cross-section, corresponding to the maximum scour<br />

and the maximum point bar elevation. These extreme values are very close to the profiles along<br />

the outer and inner walls. The average bed level is the arithmetic mean value of the measured<br />

points in the cross-section.<br />

These plots further show that the scour starts towards the end of the bend. The first signs of a<br />

scour hole become visible in the cross-section at 90° (17 m at Q=<strong>12</strong>0 l/s). With an increasing discharge<br />

the hole moves in the upstream direction to 75° (15.5 m, Q=130 l/s) and 65° (14 m,<br />

Q=140 l/s) to reach its final position at 35° (11 m) for the discharges of 170 and 2<strong>12</strong>.5 l/s (see<br />

arrow on Fig. 5.1 and Appendix 3.3.1).<br />

0° 90°<br />

50<br />

Difference to initial bed level [mm] .<br />

0<br />

-50<br />

-100<br />

-150<br />

-200<br />

-250<br />

min Q=<strong>12</strong>0 l/s<br />

min Q=130 l/s<br />

min Q=140 l/s<br />

min Q=170 l/s<br />

min Q=2<strong>12</strong>.5 l/s<br />

Bend<br />

upstream shift of the scour hole<br />

with increasing discharge<br />

0 5 10 15 20 25<br />

Distance to the inlet of the channel [m]<br />

Figure 5.1: Evolution of the scour (Thalweg) for the preliminary test without macro-roughness (A1)<br />

b) Comparison of the scour holes<br />

A comparison between the final bed topography (after Q=170 and 2<strong>12</strong>.5 l/s) and the initial bed is<br />

given in Appendix 3.2. The Appendix further gives a comparison between the bed topography<br />

<strong>EPFL</strong> Ph.D thesis 2632 - Daniel S. Hersberger November 9, 2002 / page 103

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