Page 330 - Wind Energy Handbook
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304                        DESIGN LOADS FOR HORIZONTAL-AXIS WIND TURBINES


          Size reduction factor for quasistatic or background response, K SMB – see Step (5)
          above                                                                0.837
          Ratio of standard deviation of tower base moment quasistatic response to mean
          value
                                       p ffiffiffiffiffiffiffiffiffiffiffi        p ffiffiffiffiffiffiffiffiffiffiffi
                             ó MB   ó u
                                 ¼ 2     K SMB ¼ 2 3 0:1225 3  0:837           0:2241
                              M      U
          Ratio of standard deviation of total tower base moment response to mean value
                               s ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi
                                        2        2  p ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi
                          ó M     ó MB     ó M1            2        2
                             ¼          þ         ¼   0:2241 þ 0:1432          0:2660
                          M        M        M
          Zero up-crossing frequency of quasistatic response, n 0 – see Step (6) above 0.31 Hz
          Zero up-crossing frequency of total tower base moment response, í – Equation
          (A5.54)                                                             0.68 Hz
          Peak factor, g, based on í – Equation (A5.42)                        3.63
          Ratio of extreme tower base moment to mean value

                              M max         ó M
                                   ¼ 1 þ g      ¼ 1 þ 3:63(0:2660)             1:966
                                M           M

          Peak factor, g 0 , based on n 0 – Equation (A5.42)                   3.41
          Ratio of quasistatic component of extreme tower base moment to mean value

                                         ó M
                                ¼ 1 þ g 0     ¼ 1 þ 3:41(0:2241)               1:764
                                          M

          Dynamic factor, Q D ¼ 1:966=1:764 – Equation (5.17)                  1.115
            It is apparent from Equation (5.17) that a key parameter determining the dynamic
          factor is the damping value. If the rotor contribution to aerodynamic damping were
          not available, the damping in the above example would be reduced by a factor of
          four, which would increase the dynamic factor to 1.41. This is of relevance to non-
          operational pitch-regulated machines facing into the wind, because if the lift
          loading on a blade is near the maximum, the aerodynamic damping may be near
          zero or even negative.




          5.12.3 Operational loads due to steady wind (deterministic
                  component)

          Tower fore-and-aft bending moments result from rotor thrust loading and rotor
          moments. The moments acting on the nacelle due to deterministic rotor loads have
          already been described in Section 5.11.1. Although the thrust loads on individual
          blades vary considerably with azimuth as a result of yaw misalignment, shaft tilt or
          wind shear, the fluctuations on different blades balance each other, so that the total
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