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GUIDE WAVE ANALYSIS AND FORECASTING - WMO

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6.1 Introductory remarks<br />

Since the pioneering development of wave forecasting<br />

relations by Sverdrup and Munk (1947), operational<br />

wave analysis and forecasting has reached quite a<br />

sophisticated level. An introduction to modern numerical<br />

wave models has been provided in Chapter 5.<br />

National Meteorological Services of many maritime<br />

countries now operationally use numerical wave models<br />

which provide detailed sea-state information at given<br />

locations. Often this information is modelled in the form<br />

of two-dimensional (frequency-direction) spectra. The<br />

two-dimensional spectrum, which is the basic output of<br />

all spectral wave models, is not by itself of great operational<br />

interest; however, many wave products which can<br />

be derived from this spectrum are of varying operational<br />

utility depending upon the type of coastal and offshore<br />

activity. An example of a schematic representation of a<br />

two-dimensional spectrum is given in Figure 6.1. The<br />

spectra were generated by the Canadian Spectral Ocean<br />

Wave Model (CSOWM), developed by the Atmospheric<br />

CHAPTER 6<br />

OPERATIONAL <strong>WAVE</strong> MODELS<br />

M. Khandekar: editor<br />

15 UTC 14 Nov. 1991 15 UTC 20 Nov.<br />

00 UTC 21 Nov.<br />

00 UTC 24 Nov.<br />

Environment Service (AES) of Canada. The four spectra<br />

shown refer to four overpass times of the satellite<br />

ERS-1 during the wave spectra validation field experiment<br />

conducted on the Grand Banks of Newfoundland<br />

in the Canadian Atlantic from 10 to 25 November 1991.<br />

The wind-sea regions of the wave field are the elongated<br />

energy maxima located opposite to the wind direction<br />

and around the wind-sea frequency of about 0.15 Hz.<br />

The wave energy maxima outside of the wind-sea region<br />

are the swells generated by the model during the twoweek<br />

period of the field experiment (for additional<br />

details, see Khandekar et al., 1994).<br />

Significant wave height may be regarded as the<br />

most useful sea-state parameter. As defined earlier (in<br />

Section 1.3.3), the significant wave height describes the<br />

sea state in a statistical sense and is therefore of universal<br />

interest to most offshore and coastal activities. The<br />

significant wave height can be easily calculated from the<br />

two-dimensional spectrum, using a simple formula.<br />

Besides significant wave height, two other parameters,<br />

which are of operational interest, are the peak period (or,<br />

Figure 6.1 —<br />

Normalized wave directional spectra<br />

generated by the AES CSOWM at a grid<br />

point location in the Canadian Atlantic.<br />

The spectra are presented in polar plots<br />

with concentric circles representing<br />

frequencies, linearly increasing from<br />

0.075 Hz (inner circle) to 0.30 Hz (outer<br />

circle). The isopleths of wave energy are<br />

in normalized units of m 2 /Hz/rad and are<br />

shown in the direction to which waves<br />

are travelling in relative units from 0.05<br />

to 0.95. Model generated wind speed and<br />

direction are also shown (from<br />

Khandekar et al., 1994)

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