Geoscience Reference
In-Depth Information
The following approximation is valid for plain progressive waves spreading in
direction x without barriers
ux
ðÞ
¼Ax
;
ð
exp ik
ðÞ
;
4
:
54
Þ
The function (
4.54
) is solution of equations
u
þ
k
2
u ¼ 0
D
;
ð
4
:
55
Þ
@
A
i
2k
@
2
A
x
2
þ
@
2
A
x
¼
@
@
@
y
2
The diffraction coef
cient is
K
d
¼ Ax
j
ðÞ
;
j
2
A
@
x
2
@
2
A
@
y
2
when
@
the following relation takes place
@
2k
@
2
A
@
A
i
A
2r
;
r
¼
l
2
@
ʸ
ʸ
where l=r
and relation A/(2r)re
fl
ects wave front crookedness,
and r are polar
coordinates.
Seiche oscillation takes place in the port zone, due to the penetration of low-
frequency oscillations from the open sea to the port zone. This oscillation stimulates
a very dangerous phenomenon called as harbor oscillation that leads to disagreeable
consequences for the ship. Cycles of harbor oscillations range from 0.5 s to 4 min
with an amplitude of horizontal oscillations equal to 4 m. According to the theory of
formation of low-frequency oscillations two systems of wind-induced waves exist
in the sea. One of them is a resonance system with phase speed equal to the wind
speed. The second system is under-resonance with smaller phase speed that steadily
increases. Two maxima correspond to these systems in the energetic spectrum of
wind-induced sea roughness. The origin of such a situation is impossible under long
strong stable wind above vast aquatory (linear range about 100 km). The calculation
of low-frequency oscillations in coastal zone can be realized using the following
formula (Krylov 1966):
;
3
=
2
h
2
g
H
g
h
lf
¼ 2
p
2
f
2
ð
4
:
56
Þ
s
s
2
where H is the aquatory depth; g is the acceleration of gravity; h is the height of
wind-induced wave;
˄
is the time period of wind-induces wave. Function f
2
is
de
ned empirically and its view is given in Fig.
4.35
(Krylov 1981).
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