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pdf, 12 MiB - Infoscience - EPFL

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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)

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