pdf, 12 MiB - Infoscience - EPFL
pdf, 12 MiB - Infoscience - EPFL
pdf, 12 MiB - Infoscience - EPFL
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
7.3 Establishment of the scour formula<br />
Establishment of the scour formula<br />
7.3.1 Introduction<br />
The following possibilities were explored to establish a new formula:<br />
• Enhance existing scour formulae,<br />
• Approach based on the geometry of the cross-section profile,<br />
• Approach based on the Pi-theorem,<br />
• Genetic algorithm.<br />
In order to compare the measured to the computed results, different criteria can be applied. The<br />
most important one for engineering concerns is the maximum scour depth. A second one can be<br />
of interest: the fit to the bed topography in the cross section at the maximum scour locations<br />
(radial direction). In the present section, both criteria were used to establish new formulae.<br />
7.3.2 Enhancement of existing scour formulae<br />
a) Kikkawa, Ikeda & Kitagawa (1976)<br />
Since the formula of KIKKAWA ET AL. (1976) is quite frequently used, a first optimization had the<br />
aim to increase the prediction capability of this formula by adjusting its parameters. If Kikkawa’s<br />
equation is used in its originally published form (see § 3.5.2/5), the correlation between measured<br />
and computed max. scour is only R 2 = 0.35 . To increase the prediction quality of this formula,<br />
equations 3.91 and 3.93 were parametrized in the following way:<br />
h<br />
----- s<br />
h m<br />
=<br />
exp A<br />
--- ⎛----- r 2<br />
– 1⎞<br />
⎝<br />
⎛ ⋅<br />
2 ⎝ ⎠⎠<br />
⎞<br />
where A c 1<br />
1.8955 3.0023 V ∗<br />
= ⋅ – ⋅ ------<br />
(7.3)<br />
⎝<br />
⎛ V ⎠<br />
⎞ ⋅ Fr d<br />
The difficulty mainly consists in the fact that either the maximum scour or the bed topography in<br />
radial direction can be fitted to the measured data.<br />
• If the above equation is adjusted to the max. scour depth, correlations of R 2 = 0.60 (for<br />
the maximum scour depth over both holes) can be obtained by using a coefficient<br />
c 1<br />
= 0.689 . The problem is that the obtained equation gives a much too flat cross-section<br />
profile, since the maximum bed slope is located at the outer side wall. The correlation<br />
between measured and computed maximum transversal bed slope is only 0.25.<br />
• If the data is adjusted to fit the transversal bed topgraphy, the correlation with the bed slope<br />
can be increased to 0.36, which is by far not satisfying. But, the maximum scour prediction<br />
becomes completely useless ( R 2 = 0.04 ).<br />
c 2<br />
Even if a factor is added to the first term in the parenthesis in equation 7.3, the scour depth<br />
correlation is not modified in a significant manner.<br />
<strong>EPFL</strong> Ph.D thesis 2632 - Daniel S. Hersberger November 9, 2002 / page 155<br />
R c<br />
2<br />
(7.2)