pdf, 12 MiB - Infoscience - EPFL
pdf, 12 MiB - Infoscience - EPFL
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Chapter 6 - Analysis of the test results<br />
6.7.2 Influence of the macro-roughness on the scour process<br />
a) Bed topography<br />
By placing verical ribs on outer side walls with an appropriate spacing, the scour depth can be<br />
reduced up to 38% (Figure 6.5), especially for high discharges and steep slopes (§ 6.2.1 a).<br />
The first scour location shifts in the downstream direction in the presence of macro-roughness by<br />
15 to 40° (Table 6.2). It is interesting that the second scour remains more or less at the same place<br />
(§ 6.2.1 b). The first point bar moves in the downstream direction (by up to 20°), too. But as for<br />
the second scour, the downstream point bar remains at about the same position (§ 6.2.1 c).<br />
For an optimum rib spacing the shape of the two scour holes remains the same as without macroroughness.<br />
The difference concerns essentially the length of the first scour covering a larger segment<br />
of the bend and being of reduced depth. The second scour (if there is one) has about the<br />
same extend (surface) as without ribs (§ 6.2.1 e).<br />
Concerning the shape of the cross-section (in radial direction), the same line bend can be<br />
observed; there is no significant difference (§ 6.2.1 f).<br />
b) Water surface<br />
The stationary waves on the free water surface (without ribs) are replaced by shock waves emerging<br />
at the outer bank and spreading out over more than half of the channel. The maximum amplitude<br />
of these waves is significantly smaller than the one of the stationary waves. It is reduced by<br />
50% to 0.25% of the mean water depth h m . The inclination of the free surface shows no significant<br />
modification due to the presence of macro-roughness (§ 6.2.2).<br />
An important influence of the ribs is the head loss they create in the bend, which induces an<br />
increased water level in the inlet reach 1 just upstream the bend.<br />
Return currents behind the point bars were also observed with macro-roughness if important<br />
point bars formed. Since the first point bar was in general much smoother, the cross-section was<br />
better used for the flow and the return currents were less frequent.<br />
Alike the case without macro-roughness, floating objects introduced upstream the bend quit the<br />
channel at the center not depending on the radial point of introduction (§ 6.2.2).<br />
c) Evolution of the scour<br />
An important effect of the ribs is the smoothing of the scour process. Instead of having important<br />
oscillations (especially in the second scour) during the development of the scour, the scour develops<br />
more regularly. The oscillations are reduced by 50% to 0.25% of the mean flow depth for<br />
small discharges and they even disappear for higher discharges (180 and 210 l/s) (§ 6.3).<br />
1.The increase is of about 10% of<br />
needs to be considered (§ 6.4).<br />
h m<br />
. For constant sediment feeding rates, an additional increase<br />
page 144 / November 9, 2002<br />
Wall roughness effects on flow and scouring