Page 139 - Fundamentals of Ocean Renewable Energy Generating Electricity From The Sea
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130 Fundamentals of Ocean Renewable Energy



                  k s           iω N t
             = i    =iω N →z=z o e   or using the Euler’s formula z=z o cos(ω N t+g o )
                  m
                                                                       (5.55)
                     √
            where i =  −1 and ω N =  k  is the natural frequency of the system. This is
                                     m
            equivalent to having a WEC in a calm sea with no damping. When it is displaced
            from the equilibrium position, the system oscillates indefinitely. The solution for
            an undamped system is a simple harmonic equation (i.e. z = z o cos(ω N t + g o )),
            where the amplitude (z o ) and phase (g o ) of this harmonic motion depend on the
            initial condition.
               When damping is significant, depending on the sign of the Δ in Eq. (5.54),
            we have three cases as follows (see Fig. 5.12):
                             √
            ●  Δ< 0or c d < 2 mk or c d < 2mω N : underdamped system; in this case the
               system will oscillate, but its amplitude gradually decreases until it rests. In
               the undamped system that we considered first, also Δ< 0, and the system
               oscillates; however, the amplitude does not decrease, and theoretically never
               stops oscillating.
            ●  Δ> 0: overdamped system; due to high friction, the system cannot oscillate
               and returns to equilibrium quickly.
                             √
                                                       *
                        *
            ●  Δ = 0or c = 2 mk: critically damped; where c is defined as the critical
                        d                              d
               damping coefficient. In this case, the system cannot oscillate and quickly
               returns to equilibrium, similar to the overdamped system.






























            FIG. 5.12  Solution of a single degree of freedom (SDOF) mass-spring damper.
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