pdf, 12 MiB - Infoscience - EPFL
pdf, 12 MiB - Infoscience - EPFL
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