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We assume that waves to be analyzed here are unidirectional with narrow banded spectra and satisfy the stationary and ergodic hypothesis.
Let
be the sea surface elevation as a function of
and
be its Hilbert transform.
Assuming both
and
are real zero-mean function with variance
, we have
The characteristic function
can be described as
![\begin{displaymath}
\psi_z(u,v) = E\left[e^{i(u\eta+v\zeta)}\right],
\end{displaymath}](img17.png) |
(4) |
where
means the expected value operator, and
and
are dummy variables in
.
The cumulants
is formulated by Eq.(4) as
 |
(5) |
The following relationship is established between the characteristic function
and cumulant
.
between them, so we have
![\begin{displaymath}
\psi_z(u,v) = \exp\left[
\sum_{n}\sum_{m} \frac{K_{nm}}{n!m!}
(iu)^n(iv)^m
\right].
\end{displaymath}](img25.png) |
(6) |
Longuet-Higgins (1963) formulated the detailed relationship between Eq.(5) and Eq.(6).
Several values of cumulants
are derived from Eq.(5) on the basic assumptions, stationariness and orthogonal property of
and
.
 |
 |
![$\displaystyle E[\eta ] = \bar{\eta } = 0$](img27.png) |
(7) |
 |
 |
![$\displaystyle E[\zeta] = \bar{\zeta} = 0$](img29.png) |
(8) |
 |
 |
![$\displaystyle E[\eta^2] = \eta_{rms}^2$](img31.png) |
(9) |
 |
 |
![$\displaystyle E[\eta\zeta] = 0$](img33.png) |
(10) |
 |
 |
![$\displaystyle E[\eta^n\zeta^m]$](img35.png) |
|
| |
|
 |
(11) |
 |
 |
![$\displaystyle E[\eta^n\zeta^m] + (n-1)(m-1)(-1)^{n/2}\sigma^{n+m}$](img37.png) |
|
| |
|
 |
(12) |
Similar results can be extended for the higher order cumulants, but the analysis is not carried out here beyond the fourth order.
Mori and Yasuda (1994) pointed out that the fourth order moment of water surface elevation is a dominative parameter for wave height statistics.
In present case, therefore, we should take into consideration up to the fourth order cumulants.
The joint probability density function of
and
is formulated as
where
and
is the
th order Hermite polynomial expressed as
 |
(17) |
It is noticed here that
=
=
=
=0,
=
=1 and
=
=
=
=0, which have already been used in Eq.(7).
is equal to the skewness
of
and
is equal to kurtosis
.
There is still unknown cumulants such as
,
,
.
Tayfun (1993) formulated
for weakly nonlinear waves wtih narrow banded spectra using the second order kernel function in deep water as,
where
is the mean angular frequency of spectrum and
is sum of spectrum of the first order component.
By way of Schwarz's inequality an equality,
is derived.
This gives
 |
(20) |
and
 |
(21) |
Since, the maximum value of
is
, it is assumed there that
=0 and also
=
and
=
under the condition of weak nonlinearlity.
Next: Wave Height Distributions
Up: Mathematical formulations
Previous: Mathematical formulations
2005-11-21