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The overtopping volume,
, can be defined as the volume of water
column above the deck level, shown schematically
in Fig.1.
The overtopping volume
only depends on spatial surface profile, if
the deck is thin compared to the incident wave amplitude.
Therefore, if the spatial wave profile is known, it is possible to
calculate the overtopping volume
accurately.
However, there is some difficulty to estimate the spatial profile of
random waves.
Thus, the overtopping volume
is calculated by the following assumptions and procedure.
First, the profile of the individual wave crest is assumed to be a sinusoidal wave locally.
Then, if the deck level
is given and the crest amplitude
is known, the
volume of water column above deck level,
, is simply calculated by
 |
(11) |
where
is the local wave number and
is local amplitude of the wave.
Eq.(11) can be roughly simplified for
as
 |
(12) |
Fig.2 shows an example of Eq.(11) and (12)
for the cases of
= 0.1 and 0.5.
The transformation of the wave amplitude
into overtopping volume
by
the approximate
Eq.(12) becomes worse as the height of the deck level
increases.
The overtopping volume
decreases as
increases as expected.
Obviously, the assumptions of the local sinusoidal
wave crest profile and local wave number are only valid for narrow banded spectra.
The validity of the assumptions will be discussed later in
the context of the experimental results.
The overtopping volume
can be normalized by the rms value of surface
elevation
and wavenumber
as
 |
(13) |
From Eq.(13), the inverse relationship between
and
is given by
 |
(14) |
The upper script
for
,
and
will be dropped for
simplification hereafter.
All equations and variables are normalized by
following section.
Next: Formulation of PDF of
Up: Mathematical formulations
Previous: Wave and crest height
2002-11-26