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Chapter 3 - Theoretical considerations
FARGUE (1868) VAN BENDEGOM (1947)
0.6
0.4
computed
0.6
0.4
computed
p
p
0.2
0.2
measured
0.0
0.0 0.2 0.4 0.6
measured
0.0
0.0 0.2 0.4 0.6
KIKKAWA ET AL. (1976) ENGELUND (1974)
0.6
0.4
computed
0.6
0.4
computed
p
p
0.2
0.2
0.0
measured
0.0 0.2 0.4 0.6
measured
0.0
0.0 0.2 0.4 0.6
REINDL (1994) BRIDGE (1976)
2.5
2.0
1.5
computed
0.6
0.4
p
p
computed
1.0
0.2
0.5
measured
0.0
0.0 0.5 1.0 1.5 2.0 2.5
0.0
measured
0.0 0.2 0.4 0.6
Figure 3.12: Comparison of computed maximum scour depth with experimental data
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page 60 / November 9, 2002
Wall roughness effects on flow and scouring