Sea state
In oceanography, a sea state is the general condition of the free surface on a large body of water—with respect to wind waves and swell—at a certain location and moment. A sea state is characterized by statistics, including the wave height, period, and power spectrum. The sea state varies with time, as the wind conditions or swell conditions change. The sea state can either be assessed by an experienced observer, like a trained mariner, or through instruments like weather buoys, wave radar or remote sensing satellites.
In case of buoy measurements, the statistics are determined for a time interval in which the sea state can be considered to be constant. This duration has to be much longer than the individual wave period, but smaller than the period in which the wind and swell conditions vary significantly. Typically, records of one hundred to one thousand wave-periods are used to determine the wave statistics.
The large number of variables involved in creating the sea state cannot be quickly and easily summarized, so simpler scales are used to give an approximate but concise description of conditions for reporting in a ship's log or similar record.
Contents
1 World Meteorological Organization sea state code
2 Sea states in marine engineering
3 See also
4 Footnotes
5 References
World Meteorological Organization sea state code
The WMO sea state code largely adopts the 'wind sea' definition of the Douglas Sea Scale.
WMO Sea State Code | Wave height | Characteristics |
---|---|---|
0 | 0 metres (0 ft) | Calm (glassy) |
1 | 0 to 0.1 metres (0.00 to 0.33 ft) | Calm (rippled) |
2 | 0.1 to 0.5 metres (3.9 in to 1 ft 7.7 in) | Smooth (wavelets) |
3 | 0.5 to 1.25 metres (1 ft 8 in to 4 ft 1 in) | Slight |
4 | 1.25 to 2.5 metres (4 ft 1 in to 8 ft 2 in) | Moderate |
5 | 2.5 to 4 metres (8 ft 2 in to 13 ft 1 in) | Rough |
6 | 4 to 6 metres (13 to 20 ft) | Very rough |
7 | 6 to 9 metres (20 to 30 ft) | High |
8 | 9 to 14 metres (30 to 46 ft) | Very high |
9 | Over 14 metres (46 ft) | Phenomenal |
0. None | |
Low | 1. Short or average 2. Long |
Moderate | 3. Short 4. Average 5. Long |
High | 6. Short 7. Average 8. Long |
9. Confused |
- The direction from which the swell is coming should be recorded.
Sea states in marine engineering
In engineering applications, sea states are often characterized by the following two parameters:
- The significant wave height H1/3 — the mean wave height of the one third highest waves.
- The mean wave period, T1.
The sea state is in addition to these two parameters (or variation of the two) also described by the wave spectrum S(ω,Θ)displaystyle S(omega ,Theta ) which is a function of a wave height spectrum S(ω)displaystyle S(omega ) and a wave direction spectrum f(Θ)displaystyle f(Theta ). Some wave height spectra are listed below. The dimension of the wave spectrum is S(ω)=length2⋅timedisplaystyle S(omega )=textlength^2cdot texttime, and many interesting properties about the sea state can be found from the spectrum.
The relationship between the spectrum S(ωj)displaystyle S(omega _j) and the wave amplitude Ajdisplaystyle A_j for a wave component jdisplaystyle j is:
- 12Aj2=S(ωj)Δωdisplaystyle frac 12A_j^2=S(omega _j),Delta omega
- ITTC[1] recommended spectrum model for fully developed sea (ISSC[2] spectrum/modified Pierson-Moskowitz spectrum):[3]
- S(ω)H1/32T1=0.112π(ωT12π)−5exp[−0.44(ωT12π)−4]displaystyle frac S(omega )H_1/3^2T_1=frac 0.112pi left(frac omega T_12pi right)^-5mathrm exp left[-0.44left(frac omega T_12pi right)^-4right]
- ITTC recommended spectrum model for limited fetch (JONSWAP spectrum)
- S(ω)=155H1/32T14ω5exp(−944T14ω4)(3.3)Y,displaystyle S(omega )=155frac H_1/3^2T_1^4omega ^5mathrm exp left(frac -944T_1^4omega ^4right)(3.3)^Y,
where
- Y=exp[−(0.191ωT1−121/2σ)2]displaystyle Y=exp left[-left(frac 0.191omega T_1-12^1/2sigma right)^2right]
and
- σ={0.07if ω≤5.24/T1,0.09if ω>5.24/T1.displaystyle sigma =begincases0.07&textif omega leq 5.24/T_1,\0.09&textif omega >5.24/T_1.endcases
(The latter model has since its creation improved based on the work of Phillips and Kitaigorodskii to better model the wave height spectrum for high wavenumbers.[4])
An example function f(Θ)displaystyle f(Theta ) might be:
- f(Θ)=2πcos2Θ,−π/2≤Θ≤π/2displaystyle f(Theta )=frac 2pi cos ^2Theta ,qquad -pi /2leq Theta leq pi /2
Thus the sea state is fully determined and can be recreated by the following function where ζdisplaystyle zeta is the wave elevation, ϵjdisplaystyle epsilon _j is uniformly distributed between 0 and 2πdisplaystyle 2pi , and Θjdisplaystyle Theta _j is randomly drawn from the directional distribution function f(Θ):displaystyle sqrt f(Theta ):[5]
- ζ=∑j=1N2S(ωj)Δωjsin(ωjt−kjxcosΘj−kjysinΘj+ϵj).displaystyle zeta =sum _j=1^Nsqrt 2S(omega _j)Delta omega _j;sin(omega _jt-k_jxcos Theta _j-k_jysin Theta _j+epsilon _j).
In addition to the short term wave statistics presented above, long term sea state statistics are often given as a joint frequency table of the significant wave height and the mean wave period. From the long and short term statistical distributions it is possible to find the extreme values expected in the operating life of a ship. A ship designer can find the most extreme sea states (extreme values of H1/3 and T1) from the joint frequency table, and from the wave spectrum the designer can find the most likely highest wave elevation in the most extreme sea states and predict the most likely highest loads on individual parts of the ship from the response amplitude operators of the ship. Surviving the once in 100 years or once in 1000 years sea state is a normal demand for design of ships and offshore structures.
See also
- Beaufort scale
- Cross sea
- Douglas Sea Scale
Footnotes
^ International Towing Tank Conference (ITTC), retrieved 11 November 2010.mw-parser-output cite.citationfont-style:inherit.mw-parser-output .citation qquotes:"""""""'""'".mw-parser-output .citation .cs1-lock-free abackground:url("//upload.wikimedia.org/wikipedia/commons/thumb/6/65/Lock-green.svg/9px-Lock-green.svg.png")no-repeat;background-position:right .1em center.mw-parser-output .citation .cs1-lock-limited a,.mw-parser-output .citation .cs1-lock-registration abackground:url("//upload.wikimedia.org/wikipedia/commons/thumb/d/d6/Lock-gray-alt-2.svg/9px-Lock-gray-alt-2.svg.png")no-repeat;background-position:right .1em center.mw-parser-output .citation .cs1-lock-subscription abackground:url("//upload.wikimedia.org/wikipedia/commons/thumb/a/aa/Lock-red-alt-2.svg/9px-Lock-red-alt-2.svg.png")no-repeat;background-position:right .1em center.mw-parser-output .cs1-subscription,.mw-parser-output .cs1-registrationcolor:#555.mw-parser-output .cs1-subscription span,.mw-parser-output .cs1-registration spanborder-bottom:1px dotted;cursor:help.mw-parser-output .cs1-ws-icon abackground:url("//upload.wikimedia.org/wikipedia/commons/thumb/4/4c/Wikisource-logo.svg/12px-Wikisource-logo.svg.png")no-repeat;background-position:right .1em center.mw-parser-output code.cs1-codecolor:inherit;background:inherit;border:inherit;padding:inherit.mw-parser-output .cs1-hidden-errordisplay:none;font-size:100%.mw-parser-output .cs1-visible-errorfont-size:100%.mw-parser-output .cs1-maintdisplay:none;color:#33aa33;margin-left:0.3em.mw-parser-output .cs1-subscription,.mw-parser-output .cs1-registration,.mw-parser-output .cs1-formatfont-size:95%.mw-parser-output .cs1-kern-left,.mw-parser-output .cs1-kern-wl-leftpadding-left:0.2em.mw-parser-output .cs1-kern-right,.mw-parser-output .cs1-kern-wl-rightpadding-right:0.2em
^ International Ship and Offshore Structures Congress
^ Pierson, W. J.; Moscowitz, L. (1964), "A proposed spectral form for fully developed wind seas based on the similarity theory of S A Kitaigorodskii", Journal of Geophysical Research, 69 (24): 5181–5190, Bibcode:1964JGR....69.5181P, doi:10.1029/JZ069i024p05181
^ Elfouhaily, T.; Chapron, B.; Katsaros, K.; Vandemark, D. (July 15, 1997). "A unified directional spectrum for long and short wind-driven waves" (PDF). Journal of Geophysical Research. 102 (C7): 15781–15796. Bibcode:1997JGR...10215781E. doi:10.1029/97jc00467.
^ Jefferys, E. R. (1987), "Directional seas should be ergodic", Applied Ocean Research, 9 (4): 186–191, doi:10.1016/0141-1187(87)90001-0
References
Bowditch, Nathaniel (1938), American Practical Navigator, H.O. pub No. 9 (revised ed.), United States Hydrographic Office, OCLC 31033357
Faltinsen, O. M. (1990), Sea Loads on Ships and Offshore Structures, [Cambridge University Press], ISBN 0-521-45870-6