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if using characteristic wave scales which were kept constant in the experiment of Babanin &
Haus ( 2009 ), we suggest that b
3 .
=
b 1 k
ω
300 for intermittent turbulence, and, as discussed above, for mean-over-
the-period dissipation rates it has to be divided by at least a factor of 10. Therefore, at this
upper margin, we will assume
In (7.76) , b
=
3
b
=
b 1 k
ω
=
30
.
(7.83)
For the waves of f
5Hz used by Babanin & Haus ( 2009 ) in their experiment that
leads us to the dimensionless proportionality coefficient
=
1
.
b 1 =
0
.
004
,
(7.84)
that is
3 a 0 =
004 ku orb .
dis =
b 1 k
ω
0
.
(7.85)
Now, the turbulent kinetic energy dissipation of narrow-banded swell with wavenumber
k per unit of time per unit of surface (5.67) is
b 1 k
0
b 1 ku 0
0
b 1
3 dz
3 u 0 .
D a =
u
(
z
)
=
exp
(
3 kz
)
dz
=
(7.86)
Here, the orbital velocity through the water column is
u orb (
z
) =
u
(
z
) =
u 0 exp
(
kz
)
(7.87)
and u 0 is the orbital velocity of the surface water particles.
D a is dissipation of wave energy E (2.22) , normalised by the water density, per unit of
time:
gH 2
D a = ∂(
)
8 ∂(
)
c g ∂(
)
gE
1
gE
=
=
=
c g D x .
(7.88)
t
t
x
Dissipation per unit of propagation distance x , therefore, is
1
c g
b 1
3 2 k
2
3 b 1 k
2
3 b 1 gk 2 a 0 .
u 0 =
2 a 0 =
D x =
D a =
ω
(7.89)
ω
(7.88) and (7.89) lead us to differential equation
2
g
2 ∂(
a 0 (
x
)
)
2
3 b 1 gk 2 a 0 (
3
=
x
)
,
(7.90)
x
that is
2
∂(
a 0 (
x
)
)
4
3 b 1 k 2 a 0 (
3
3
=
x
)
=
Ba 0 (
x
)
.
(7.91)
x
The solution yields
4
B 2 x 2
9
9
64 10 6 k 4 x 2
2
b 1 k 4 x 2
a 0 (
)
=
=
=
.
x
(7.92)
4
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