Page 360 - Wind Energy Handbook
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334                        CONCEPTUAL DESIGN OF HORIZONTAL-AXIS TURBINES


           (2) Hub weight: it is assumed that this is proportional to the blade out-of-plane
              bending moments in fatigue, as in the case of the blade itself.

           (3) Low speed shaft weight: this is assumed to be governed by the shaft bending
              moment due to the cantilevered rotor and hub weights, which are taken as
              proportional to rated wind speed

           (4) Gearbox and brake: gearbox and brake design are governed by the rated torque,
               P=Ù. The rated power is proportional to the cube of the rated wind speed, and
              the rotational speed is proportional to the rated wind speed, so the torque
              varies as the rated wind speed squared. The weights of the gearbox and brake
              are therefore taken to be proportional to the rated speed squared.

           (5) Generator: generator design is governed by rated power. The weight of the
              generator is therefore assumed to be proportional to the cube of the rated wind
              speed.

           (6) Nacelle structure and yaw system: it is assumed that the design of these are
              governed by the fluctuating moment on the nacelle due to differential blade
              out-of-plane root bending moments, which depend on blade out-of-plane
              bending moment fluctuations. The weights are therefore taken to be propor-
              tional to rated wind speed.

           (7) Tower weight: the tower design may be governed either by fatigue loading
              during operation or by extreme loads with the turbine shutdown, so both
              possibilities will be considered. In the latter case the tower loading will be
              independent of rated wind speed, while in the former it will be mainly
              governed by rotor thrust fluctuations, which are assumed to be proportional to
              rated wind speed.
           (8) Foundation: the foundation design is governed by extreme loads rather than by
              fatigue, so it is independent of rated speed.

           (9) Grid connection: the weight of cables, switchgear and transformers are assumed
              to be proportional to rated power, and hence proportional to rated speed
              cubed.

          (10) Controller, assembly and transport: these are assumed to be fixed.

            The various components listed above are classified into different categories
          according to the way in which their weights vary with rated wind speed in Table
          6.2. Also tabulated are the component costs as a percentage of the total for the
          baseline machine, together with the sum for each category.
            As noted in Section 6.2.1, the relationship between the cost of a component and
          its mass can be approximated by a linear relationship of the form of Equation (6.1).
          As before, ì is assumed to take a value of 0.9 for all components. When the cost
          functions for all the components are added together, the following expression is
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