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0.5
0.4
0.3
a 1
0.2
0.1
b 2
b 1
0
a 2
−0.1
−0.2
−0.3
−0.4
−0.5
0
1
2
3
4
5
6
horizontal distance, x
Figure 1.2 Geometric definition of wave skewness and asymmetry. The wave propagates from
left to right. b 1 and b 2 are horizontal distances from the breaker crests to the zero-upcrossing
and -downcrossing respectively. a 1 and a 2 are the breaker crest height and trough depth respec-
tively. Solid line - numerically simulated incipient breaker (skewness is S k
=
.
1
15, asymmetry is
A s =−
.
51). Dashed line - harmonic wave of the same wavelength and wave height ( S k = A s =
0).
Dash-dotted line - nonlinear wave of the same length and height obtained by means of perturbation
theory ( S k =
0
0). Dotted lines - mean (zero) water level (horizontal) and line drawn from
the breaker crest down to the level of its trough (vertical). Figure is reproduced from Babanin et al.
( 2010a ) with permission
0
.
39, A s =
An incipient breaker shown in Figure 1.2 (solid line) is produced numerically by means
of the Chalikov-Sheinin model (hereinafter CS model ( Chalikov & Sheinin , 1998 ; Cha-
likov & Sheinin , 2005 )) which can simulate propagation of two-dimensional waves by
means of solving nonlinear equations of hydrodynamics explicitly. The shape of such
a wave is very asymmetric, with respect to both vertical and horizontal axes, and even
visually the wave looks unstable.
Instability is a key word in the breaking process. The wave that we interpret as the
incipient breaker in Figure 1.2 cannot keep propagating as it is: it will either relax back
to a less steep, skewed and asymmetric shape, or collapse. We will define the steepness,
skewness and asymmetry (with respect to the vertical axis) as
H
λ ,
=
ak
= π
(1.1)
a 1
a 2
S k =
1
,
(1.2)
b 1
b 2
A s =
1
,
(1.3)
 
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