Practical Ship Hydrodynamics
Practical Ship Hydrodynamics
Practical Ship Hydrodynamics
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<strong>Ship</strong> seakeeping 113<br />
The (only statistically defined) wave steepness D wave height/wave length<br />
does not depend strongly on the wind velocity, Uc/cp, orω/ωp. The wave<br />
steepness is so large that the celerity deviates noticeably from the theoretical<br />
values for elementary waves (of small amplitude) as described above. Also,<br />
the average shape of the wave profiles deviates noticeably from the assumed<br />
sinusoidal wave forms of elementary waves. However, non-linear effects in the<br />
waves are usually much weaker than the non-linear effects of ship seakeeping<br />
in the seaway.<br />
The significant wave height H1/3 of a seaway is defined as the mean of<br />
the top third of all waves, measured from wave crest to wave trough. H1/3 is<br />
related to the area m0 under the sea spectrum:<br />
H1/3 D 4 p m0 with<br />
� 1 � 2<br />
m0 D<br />
0 0<br />
S ⊲ω, ⊳ d dω<br />
For the above given wind sea spectrum, H1/3 can be approximated by:<br />
H1/3 D 0.21 U2 c<br />
g<br />
The modal period is:<br />
Tp D 2 /ωp<br />
� � 1.65<br />
Uc<br />
cp<br />
The periods T1 and T2, which were traditionally popular to describe the<br />
seaway, are much shorter than the modal period. T1 corresponds to the<br />
frequency ω where the area under the spectrum has its centre. T2 is the average<br />
period of upward zero crossings.<br />
If we assume that water is initially calm and then a constant wind blows<br />
for a duration t and over a distance x, the seaway parameter Uc/cp becomes<br />
approximately:<br />
Uc<br />
cp<br />
D max⊲1, 18<br />
3/10 , 110<br />
3/7 ⊳<br />
is the non-dimensional fetch x, the non-dimensional wind duration t:<br />
D gx/U 2 c ; D gt/Uc<br />
The fetch is to be taken downwind from the point where the seaway is considered,<br />
but of course at most to the shore. In reality, there is no sudden and then<br />
constant wind. But the seakeeping parameters are not very sensitive towards x<br />
and t. Therefore it is possible to estimate the seaway with practical accuracy<br />
in most cases when the wind field is given.<br />
Table 4.1 shows how the above formulae estimate the seaway parameters<br />
H1/3 and Tp for various assumed wind durations t for an exemplary wind<br />
velocity Uc D 20 m/s. The fetch x was assumed to be so large that the centre<br />
term in the ‘max’-bracket in the above formula for Uc/cp is always smaller<br />
than one of the other two terms. That is, the seaway is not fetch-limited, but<br />
either time-limited (for 110 3/7 > 1) or fully developed.<br />
Figure 4.12 shows wind sea spectra for Uc D 20 m/s for various fetch values.<br />
Figure 4.13 shows the relation between wave period Tp and significant wave