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50
40
30
20
10
0
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45
0.5
IMS
50
40
30
20
10
0
0.05
0.1
0.15
0.2
ε
Figure 5.17 Parameterisation of the breaking probability. (top panel) Laboratory data. Number of
wavelengths N to breaking versus IMS. No wind forcing: o - IMF = 1 . 6Hz; x-IMF = 1 . 8Hz;
+-IMF = 2 . 0 Hz. Filled circles represent IMF = 2 . 0 Hz, with wind forcing applied. Squares
are data points derived from Melville ( 1982 ). The parameterisation (5.10) is shown with a solid line.
(bottom panel) Field data. Inverse breaking probability b T , measured by visually detected whitecaps,
versus the peak spectral steepness
0. The line identifies the
approximation (5.27) (the dotted part is the extrapolation based on parameterisation of Babanin et al.
( 2001 )). Figure is reproduced from Babanin et al. ( 2007a ) by permission of American Geophysical
Union
peak . Triangles signify measured b T
=
model - see discussion of modelling limitations at the beginning of Section 5.1 ) and if
<
0
.
08 the wave, in the absence of wind forcing, will never break (compared to
=
0
.
1
for the model).
In Figure 5.17 (top) two points (squares) are shown which were derived from Figs. 1
and 2 of Melville ( 1982 ) for comparison. The two measurements in Melville ( 1982 )were
conducted for initially uniform wave trains, their initial steepness and approximate dimen-
sionless distance to breaking being known. Although recorded under different conditions,
for much longer waves in a different wave flume, these points agree very well with the
above parameterisation and provide strong support for laboratory results presented here.
The relationship (5.10) potentially provides a means of predicting the onset of break-
ing in the open ocean, although some further modification is required for application to
such a case. In a field situation, the notion of an initial monochromatic steepness does not
 
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