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118 Fundamentals of Ocean Renewable Energy


               Finally, we can find out how the energy wave period can be calculated based
            on a wave spectrum. By comparing Eqs (5.36), (5.38),

                             gT E        1  2              m −1
                        P =     (ρgm 0 ) =  ρg m −1 → T E = 2π         (5.40)
                             4π          2                  m 0
            which is equivalent to T m−10 in spectral models such as SWAN.
               In brief, wave power can either be computed using the wave spectrum (i.e.
            Eq. 5.32) or by using a simplified equation based on the statistical wave pa-
            rameters (energy/average wave period and significant wave height; Eq. (5.39)).
            The simplified method is based on the deep water wave approximation, which
            is generally valid in the vicinity of WECs. The range of water depths where a
            WEC is installed depends on the device (40 m is a typical depth). Consider a
            wave with a period of 8 s, propagating in 40 m water depth. The wave length is
            (from the dispersion equation) L = 2π/k = 99 m, and therefore kd = 2.54 <π;
            for this wave, tanh(kd) = 0.98 which is close to 1 and hence, the deep water
            approximation is valid.


            5.1.5 Nonlinear Waves

            Linear wave theory is the basis of many analytical methods and numerical
            models, which describe the properties and propagation of regular/irregular
            waves in the open ocean and coastal regions. Nevertheless, we should be aware
            of the range of validity of this theory, and wave processes which cannot be
            explained by this theory. Referring to Section 5.1.1, several assumptions were
            made to develop linear wave theory, which may not be valid in real-word
            applications. In particular, in the derivation of linear wave theory, it is assumed
            that the amplitude of the wave is small compared with the water depth and
            wave length. Fig. 5.4 shows the range of validity of linear wave theory. As

            you can see, for deep waters e.g.  d  > 10 −3  and small amplitude waves
                                          gT  2
                 H      −3
             e.g.   < 10   , linear wave theory is valid; however, in shallow waters and
                 gT  2
            for large amplitude waves, other wave theories such as Stokes and Cnoidal are
            more appropriate. Note that in certain depths, or for certain wave steepnesses,
            the wave is no longer stable and will break. This is discussed further in the
            following section, and is shown by breaking criteria on this figure (shallow and
            deep criteria).
            Wave Breaking
            When the wave height, and consequently wave steepness (i.e. the ratio of
            wave height to wave length) increase, the water surface profile deviates from
            a sinusoidal wave shape. The wave eventually breaks if the wave steepness
            becomes too high.
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