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pdf, 12 MiB - Infoscience - EPFL

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Chapter 8 - Summary, conclusions and recommendations<br />

in the second scour hole. These oscillations are reduced by half by the presence of vertical ribs on<br />

the outer wall for low discharges and they even disappear for high discharges.<br />

All the proposed formulae should be used within the domain for which they were established. The<br />

tests were performed at rather high Froude numbers (> 0.3) but at subcritical flow regimes. The<br />

radius of curvature to width ratio ( R c ⁄ B ) ranged between 2 and 6 and the flow depth to mean<br />

diameter of the substrate ( h m ⁄ d m ) was between 6.5 and 39. The study of the influence of the<br />

macro-roughness was performed at R c ⁄ B ratios of 6 and h m ⁄ d m ratios between 18 and 24, but<br />

the positive influence of the macro-roughness on scour and flow in bends can certainly be<br />

observed in a much wider range of parameters.<br />

c) The optimum rib spacing<br />

A rib spacing to rib depth ratio of 10 to 15 is recommended. The depth of the ribs was chosen in<br />

the present research study at about 2.5 to 5 times the mean diameter of the initially built-in bed<br />

material (substrate). Almost no local scour was observed at the bottom of the ribs having a depth<br />

of 2.5 times the mean diameter, whereas for the deeper ribs, some local scour was observed.<br />

Therefore a rib depth of about 2.5 times the mean diameter (or about one time d 90 ) can be<br />

recommended for engineering applications.<br />

It is important to choose an appropriate rib spacing, since the scour can be even amplified by a<br />

too small a rib spacing.<br />

In order to obtain a smooth transition with the upstream and downstream reaches next to the<br />

bend, additional ribs should be placed in a transition zone towards the bend. The laboratory tests<br />

were carried out with a transition zone having a length of about 10 times the mean flow depth.<br />

The ribs were placed with increasing spacing (factor 2 compared to the previous spacing,<br />

Fig. 5.3 on page 111) for an increasing distance from the bend with good results.<br />

page 200 / November 9, 2002<br />

Wall roughness effects on flow and scouring

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