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Wave Energy Chapter | 5 111



               TABLE 5.1 Wave Properties Based on Linear Wave Theory
               Wave Property             Equation
               Velocity potential        Φ =  H g cosh k(d+z)  sin(kx − σt)
                                             2 σ  cosh kd
               Wave celerity             C =  L  =  σ
                                            T   k
               Horizontal component of velocity  u =  ∂Φ  =  H gk cosh k(d+z)  cos(kx − σt)
                                            ∂x   2 σ  cosh kd
               Vertical component of velocity  v =  ∂Φ  =  H gk sinh k(d+z)  sin(kx − σt)
                                            ∂z   2 σ  cosh kd
                                            H
               Wave surface displacement  η =  cos(kx − σt)
                                            2
                                                     cosh k(d+z)     H
               Pressure (hydrostatic + dynamic)  p =−ρgz + ρg  cos(kx − σt)  =
                                                      cosh kd  2
                                             p o + p D
               Horizontal acceleration   a x =  ∂u  =  gkH cosh k(d+z)  sin(kx − σt)
                                             ∂t   2  cosh kd
               Vertical acceleration     a z =  ∂w  =−  gkH sinh k(d+z)  cos(kx − σt)
                                             ∂t    2  cosh kd
                                          2
               Dispersion                C =  g  tanh kd
                                             k


                Using linear wave theory, all of the hydrodynamic variables, including
             velocity, pressure, water surface elevation, and wave celerity, can be derived
             from the potential function and implementation of the boundary conditions.
             Table 5.1 summarizes the wave properties based on linear wave theory.


             5.1.2 Relationship Between Wave Celerity, Wave Number, and
                    Water Depth: The Dispersion Equation
             Wave celerity is dependent on water depth and wave length, and important
             wave processes such as wave refraction can be explained by the dependence of
             wave celerity on depth (Section 5.2.2). The relation of wave celerity and water
             depth can be derived by implementing the (kinematic) free surface boundary
             condition, which implies that the vertical speed of water particles at the water
                                                           dη   ∂η   ∂η
             surface is equal to the speed of the free surface (i.e. v =  =  + u  at the
                                                           dt   ∂t    ∂t
             water surface). Assuming a small amplitude wave, it results in
                                   g
                                2              2
                              C =    tanh kd ⇒ σ = gk tanh kd          (5.13)
                                    k
             which is called the dispersion equation, because waves of different celerities
             will be dispersed according to their wave length. Looking at Fig. 5.2, the
             hyperbolic tangent function (tanh kd) in the dispersion equation approaches 1 for
             large depth values (deep water waves) and kd for small values of depth (shallow
             water waves). Therefore,
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