Irregular ocean waves are often characterised by a "wave spectrum", this describes the distribution of wave energy (height) with frequency.
Ocean waves are often characterised by statistical analysis of the time history of the irregular waves. Typical parameters used to classify irregular wave spectra are listed below:
Characterisation of irregular wave time history
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|
mean of many wave amplitude measurements |
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|
mean of many wave height measurements |
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|
mean of many wave period measurements between successive peaks |
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mean of many wave period measurements between successive troughs |
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|
mean of many wave period measurements between successive zero up-crossings |
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mean of many wave period measurements between successive zero down-crossings |
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|
mean of many wave period |
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|
modal wave period |
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mean of highest third amplitudes or significant amplitude |
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mean of highest third wave heights or significant wave height |
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variance of the surface elevation relative to the mean (mean square) |
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standard deviation of surface elevation to the mean (root mean square) |
In 1970 the World Meteorological Organisation agreed the standard sea state code – see below. Each code represents a range of wave heights but there is no indication of the corresponding wave periods.
World Meteorological Organisation sea state code
|
Sea State Code |
Significant wave height [m] |
Description |
|
|
Range |
Mean |
|
|
0 |
0 |
0 |
Calm (glassy) |
|
1 |
0.0 - 0.1 |
0.05 |
Calm (rippled) |
|
2 |
0.1 - 0.5 |
0.3 |
Smooth (wavelets) |
|
3 |
0.5 - 1.25 |
0.875 |
Slight |
|
4 |
1.25 - 2.5 |
1.875 |
Moderate |
|
5 |
2.5 - 4.0 |
3.25 |
Rough |
|
6 |
4.0 - 6.0 |
5.0 |
Very rough |
|
7 |
6.0 - 9.0 |
7.5 |
High |
|
8 |
9.0 - 14.0 |
11.5 |
Very high |
|
9 |
over 14.0 |
over 14.0 |
Phenomenal |
Sea state data may also be obtained for specific sea areas and times of year. This can be useful routing information. One of the best sources of this information is Hogben and Lumb (1967).
Irregular ocean waves are typically described in terms of
a wave spectrum. This describes a wave energy distribution as a function of
wave frequency. The continuous frequency domain representation shows the power
density variation of the waves with frequency and is known as the wave
amplitude energy density spectrum, or more commonly referred to as the wave
energy spectrum. The spectral ordinates (or wave spectral density) are given
the symbol:
. (This is similar to the power spectral density, PSD, used
in electronics and communications analysis.) A typical wave spectrum is shown
below:

These spectral representations of sea conditions are central to determining the response of a vessel in the seaway. This will be discussed more fully in the following sections and also see: Wave Spectra on page 56 for more in-depth information.
It is often useful to define idealised wave spectra which broadly represent the characteristics of real wave energy spectra. Several such idealised spectra are available in Seakeeper and are described below:
§ Bretschneider or ITTC two parameter spectrum
§ One parameter Bretschneider
§ JONSWAP
§ DNV Spectrum
§ Pierson Moskowitz
The spectra and their formulations are dealt with in more detail in the Chapter 4 Theoretical Reference on page 55.
An important concept when calculating vessel motions is that of the encountered wave spectrum. This is a transformation of the wave spectrum which describes the waves encountered by a vessel travelling through the ocean at a certain speed. This is effectively a Doppler shift of the spectrum which smears the spectrum towards the higher frequencies in head seas and towards the lower frequency in following seas.
A full explanation of this effect is given in Chapter 4 Theoretical Reference, section What the Vessel Sees on page 60.