About the Authors |
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xxi | |
Preface to Second Edition |
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xxiii | |
Preface to Third Edition |
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xxv | |
Acknowledgements for the First Edition |
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xxix | |
Acknowledgements for the Second Edition |
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xxxi | |
Acknowledgements for the Third Edition |
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xxxiii | |
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xxxv | |
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Figures C1 and C2 -- coordinate systems |
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xlv | |
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1 | (10) |
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1.1 Historical development of wind energy |
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1 | (5) |
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6 | (2) |
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8 | (3) |
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9 | (1) |
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10 | (1) |
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10 | (1) |
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11 | (28) |
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2.1 The nature of the wind |
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11 | (2) |
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2.2 Geographical variation in the wind resource |
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13 | (1) |
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2.3 Long-term wind speed variations |
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14 | (1) |
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2.4 Annual and seasonal variations |
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14 | (2) |
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2.5 Synoptic and diurnal variations |
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16 | (1) |
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16 | (14) |
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2.6.1 The nature of turbulence |
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16 | (2) |
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18 | (2) |
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2.6.3 Turbulence intensity |
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20 | (2) |
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22 | (2) |
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2.6.5 Length scales and other parameters |
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24 | (2) |
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26 | (1) |
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2.6.7 Cross-spectra and coherence functions |
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27 | (2) |
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2.6.8 The Mann model of turbulence |
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29 | (1) |
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30 | (1) |
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31 | (4) |
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2.8.1 Extreme winds in standards |
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33 | (2) |
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2.9 Wind speed prediction and forecasting |
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35 | (2) |
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2.9.1 Statistical methods |
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35 | (1) |
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2.9.2 Meteorological methods |
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36 | (1) |
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36 | (1) |
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2.10 Turbulence in complex terrain |
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37 | (2) |
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37 | (2) |
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3 Aerodynamics Of Horizontal Axis Wind Turbines |
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39 | (94) |
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40 | (1) |
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3.2 The actuator disc concept |
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41 | (4) |
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3.2.1 Simple momentum theory |
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42 | (1) |
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43 | (1) |
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43 | (1) |
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3.2.4 The thrust coefficient |
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44 | (1) |
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45 | (4) |
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45 | (1) |
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3.3.2 Angular momentum theory |
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46 | (3) |
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49 | (1) |
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3.4 Vortex cylinder model of the actuator disc |
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49 | (10) |
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49 | (2) |
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3.4.2 Vortex cylinder theory |
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51 | (1) |
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3.4.3 Relationship between bound circulation and the induced velocity |
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51 | (1) |
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52 | (1) |
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53 | (1) |
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54 | (1) |
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3.4.7 Tangential flow field |
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54 | (2) |
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56 | (1) |
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3.4.9 Radial flow and the general flow field |
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57 | (1) |
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3.4.10 Further development of the actuator model |
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58 | (1) |
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59 | (1) |
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3.5 Rotor blade theory (blade-element/momentum theory) |
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59 | (6) |
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59 | (1) |
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3.5.2 Blade element theory |
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59 | (2) |
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61 | (2) |
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3.5.4 Determination of rotor torque and power |
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63 | (2) |
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3.6 Actuator line theory, including radial variation |
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65 | (1) |
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3.7 Breakdown of the momentum theory |
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66 | (2) |
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3.7.1 Free-stream/wake mixing |
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66 | (1) |
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3.7.2 Modification of rotor thrust caused by wake breakdown |
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66 | (1) |
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3.7.3 Empirical determination of thrust coefficient |
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67 | (1) |
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68 | (9) |
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68 | (1) |
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3.8.2 Optimal design for variable-speed operation |
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68 | (4) |
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3.8.3 A simple blade design |
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72 | (2) |
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3.8.4 Effects of drag on optimal blade design |
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74 | (3) |
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3.8.5 Optimal blade design for constant-speed operation |
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77 | (1) |
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3.9 The effects of a discrete number of blades |
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77 | (15) |
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77 | (1) |
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77 | (5) |
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3.9.3 Prandtl's approximation for the tip-loss factor |
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82 | (3) |
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85 | (1) |
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3.9.5 Effect of tip-loss on optimum blade design and power |
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86 | (4) |
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3.9.6 Incorporation of tip-loss for non-optimal operation |
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90 | (1) |
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3.9.7 Radial effects and an alternative explanation for tip-loss |
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91 | (1) |
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92 | (3) |
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3.11 Calculated results for an actual turbine |
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95 | (3) |
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3.12 The performance curves |
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98 | (4) |
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98 | (1) |
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3.12.2 The CP -- λ performance curve |
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99 | (1) |
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3.12.3 The effect of solidity on performance |
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100 | (1) |
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101 | (1) |
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101 | (1) |
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3.13 Constant rotational speed operation |
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102 | (4) |
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102 | (1) |
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3.13.2 The KP --l/λ curve |
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102 | (1) |
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103 | (1) |
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3.13.4 Effect of rotational speed change |
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104 | (1) |
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3.13.5 Effect of blade pitch angle change |
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104 | (2) |
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106 | (1) |
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106 | (1) |
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106 | (1) |
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3.14.3 Pitching to feather |
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106 | (1) |
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3.15 Comparison of measured with theoretical performance |
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107 | (2) |
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3.16 Estimation of energy capture |
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109 | (4) |
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3.17 Wind turbine aerofoil design |
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113 | (8) |
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113 | (2) |
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3.17.2 The NREL aerofoils |
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115 | (1) |
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3.17.3 The Ris0 aerofoils |
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116 | (4) |
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3.17.4 The Delft aerofoils |
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120 | (1) |
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3.17.5 General principles for outboard and inboard blade sections |
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120 | (1) |
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3.18 Add-ons (including blade modifications independent of the mainstructure) |
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121 | (5) |
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3.18.1 Devices to control separation and stalling |
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122 | (1) |
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3.18.2 Devices to increase CLmax and lift/drag ratio |
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123 | (1) |
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3.18.3 Circulation control (jet flaps) |
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124 | (2) |
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126 | (7) |
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126 | (1) |
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3.19.2 Inflow turbulence-induced blade noise |
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127 | (1) |
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3.19.3 Self-induced blade noise |
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127 | (1) |
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3.19.4 Interaction between turbulent boundary layers on the blade and the trailing edge |
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128 | (1) |
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3.19.5 Other blade noise sources |
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128 | (1) |
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129 | (1) |
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130 | (2) |
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132 | (1) |
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132 | (1) |
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Appendix A.3 Lift and drag of aerofoils |
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133 | (212) |
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134 | (1) |
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135 | (1) |
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A3.3 Boundary layer separation |
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136 | (2) |
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A3.4 Laminar and turbulent boundary layers and transition |
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138 | (3) |
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A3.5 Definition of lift and its relationship to circulation |
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141 | (4) |
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A3.6 The stalled aerofoil |
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145 | (1) |
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A3.7 The lift coefficient |
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145 | (2) |
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A3.8 Aerofoil drag characteristics |
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147 | (6) |
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A3.8.1 Symmetric aerofoils |
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147 | (2) |
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A3.8.2 Cambered aerofoils |
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149 | (4) |
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4 Further Aerodynamic Topics For Wind Turbines |
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153 | (74) |
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153 | (1) |
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4.2 The aerodynamics of turbines in steady yaw |
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153 | (27) |
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4.2.1 Momentum theory for a turbine rotor in steady yaw |
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154 | (2) |
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4.2.2 Glauert's momentum theory for the yawed rotor |
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156 | (4) |
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4.2.3 Vortex cylinder model of the yawed actuator disc |
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160 | (3) |
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163 | (6) |
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169 | (1) |
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4.2.6 Wake rotation for a turbine rotor in steady yaw |
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170 | (1) |
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4.2.7 The blade element theory for a turbine rotor in steady yaw |
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171 | (1) |
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4.2.8 The blade-element-momentum theory for a rotor in steady yaw |
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172 | (3) |
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4.2.9 Calculated values of induced velocity |
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175 | (2) |
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4.2.10 Blade forces for a rotor in steady yaw |
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177 | (1) |
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4.2.11 Yawing and tilting moments in steady yaw |
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177 | (3) |
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4.3 Circular wing theory applied to a rotor in yaw |
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180 | (9) |
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180 | (1) |
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4.3.2 The general pressure distribution theory of Kinner |
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181 | (1) |
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4.3.3 The axisymmetric loading distributions |
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182 | (2) |
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4.3.4 The anti-symmetric loading distribution |
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184 | (3) |
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4.3.5 The Pitt and Peters model |
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187 | (1) |
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4.3.6 The general acceleration potential method |
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188 | (1) |
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4.3.7 Comparison of methods |
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188 | (1) |
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189 | (5) |
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189 | (1) |
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4.4.2 The acceleration potential method to analyse unsteady flow |
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190 | (1) |
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4.4.3 Unsteady yawing and tilting moments |
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191 | (3) |
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4.5 Unsteady aerofoil aerodynamics |
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194 | (7) |
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194 | (1) |
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4.5.2 Aerodynamic forces caused by aerofoil acceleration |
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195 | (1) |
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4.5.3 The effect of the shed vortex wake on an aerofoil in unsteady flow |
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196 | (5) |
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201 | (6) |
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201 | (1) |
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4.6.2 Dynamic stall models |
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201 | (6) |
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4.7 Computational fluid dynamics |
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207 | (20) |
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207 | (1) |
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4.7.2 Inviscid computational methods |
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208 | (3) |
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4.7.3 RANS and URANS CFD methods |
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211 | (2) |
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4.7.4 LES and DES methods |
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213 | (1) |
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4.7.5 Numerical techniques for CFD |
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214 | (4) |
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4.7.6 Discrete methods of approximating the terms in the Navier-Stokes equations over the flow field |
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218 | (1) |
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219 | (1) |
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4.7.8 Full flow field simulation including ABL and wind turbines |
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220 | (2) |
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222 | (3) |
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225 | (2) |
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227 | (118) |
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5.1 National and international standards |
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227 | (1) |
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5.1.1 Historical development |
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227 | (1) |
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228 | (1) |
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5.2 Basis for design loads |
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228 | (3) |
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228 | (1) |
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229 | (1) |
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229 | (1) |
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5.2.4 Partial safety factors |
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229 | (2) |
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5.2.5 Functions of the control and safety systems |
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231 | (1) |
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231 | (2) |
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233 | (7) |
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5.4.1 Operational load cases |
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233 | (4) |
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5.4.2 Non-operational load cases |
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237 | (1) |
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5.4.3 Blade/tower clearance |
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238 | (1) |
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5.4.4 Constrained stochastic simulation of wind gusts |
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238 | (2) |
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240 | (1) |
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5.5.1 Synthesis of fatigue load spectrum |
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240 | (1) |
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5.6 Stationary blade loading |
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240 | (8) |
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5.6.1 Lift and drag coefficients |
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240 | (1) |
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5.6.2 Critical configuration for different machine types |
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241 | (1) |
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241 | (7) |
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5.7 Blade loads during operation |
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248 | (29) |
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5.7.1 Deterministic and stochastic load components |
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248 | (1) |
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5.7.2 Deterministic aerodynamic loads |
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249 | (9) |
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258 | (1) |
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5.7.4 Deterministic inertia loads |
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259 | (1) |
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5.7.5 Stochastic aerodynamic loads: analysis in the frequency domain |
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260 | (10) |
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5.7.6 Stochastic aerodynamic loads: analysis in the time domain |
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270 | (4) |
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274 | (3) |
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5.8 Blade dynamic response |
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277 | (25) |
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277 | (3) |
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5.8.2 Mode shapes and frequencies |
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280 | (1) |
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5.8.3 Centrifugal stiffening |
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281 | (2) |
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5.8.4 Aerodynamic and structural damping |
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283 | (1) |
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5.8.5 Response to deterministic loads: step-by-step dynamic analysis |
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284 | (5) |
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5.8.6 Response to stochastic loads |
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289 | (3) |
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5.8.7 Response to simulated loads |
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292 | (1) |
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292 | (5) |
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297 | (5) |
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5.8.10 Aeroelastic stability |
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302 | (1) |
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5.9 Blade fatigue stresses |
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302 | (7) |
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5.9.1 Methodology for blade fatigue design |
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302 | (3) |
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5.9.2 Combination of deterministic and stochastic components |
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305 | (1) |
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5.9.3 Fatigue prediction in the frequency domain |
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305 | (2) |
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307 | (1) |
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5.9.5 Fatigue cycle counting |
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308 | (1) |
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5.10 Hub and low-speed shaft loading |
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309 | (3) |
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309 | (1) |
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5.10.2 Deterministic aerodynamic loads |
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310 | (1) |
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5.10.3 Stochastic aerodynamic loads |
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311 | (1) |
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312 | (1) |
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312 | (3) |
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5.11.1 Loadings from rotor |
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312 | (3) |
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5.11.2 Nacelle wind loads |
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315 | (1) |
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315 | (10) |
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315 | (1) |
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5.12.2 Dynamic response to extreme loads |
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316 | (2) |
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5.12.3 Operational loads due to steady wind (deterministic component) |
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318 | (1) |
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5.12.4 Operational loads due to turbulence (stochastic component) |
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319 | (3) |
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5.12.5 Dynamic response to operational loads |
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322 | (1) |
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5.12.6 Fatigue loads and stresses |
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323 | (2) |
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5.13 Wind turbine dynamic analysis codes |
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325 | (6) |
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5.14 Extrapolation of extreme loads from simulations |
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331 | (14) |
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5.14.1 Derivation of empirical cumulative distribution function of global extremes |
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331 | (1) |
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5.14.2 Fitting an extreme value distribution to the empirical distribution |
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332 | (5) |
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5.14.3 Comparison of extreme value distributions |
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337 | (1) |
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5.14.4 Combination of probability distributions |
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338 | (1) |
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339 | (1) |
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5.14.6 Fitting probability distribution after aggregation |
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339 | (1) |
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5.14.7 Local extremes method |
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340 | (1) |
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5.14.8 Convergence requirements |
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341 | (1) |
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342 | (3) |
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Appendix A.5 Dynamic response of stationary blade in turbulent wind |
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345 | (421) |
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345 | (1) |
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A5.2 Frequency response function |
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345 | (2) |
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A5.2.1 Equation of motion |
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345 | (1) |
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A5.2.2 Frequency response function |
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346 | (1) |
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A5.3 Resonant displacement response ignoring wind variations along the blade |
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347 | (2) |
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A5.3.1 Linearisation of wind loading |
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347 | (1) |
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A5.3.2 First mode displacement response |
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347 | (1) |
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A5.3.3 Background and resonant response |
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348 | (1) |
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A5.4 Effect of across wind turbulence distribution on resonant displacement response |
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349 | (3) |
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A5.4.1 Formula for normalised co-spectrum |
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351 | (1) |
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A5.5 Resonant root bending moment |
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352 | (2) |
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A5.6 Root bending moment background response |
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354 | (1) |
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355 | (3) |
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A5.8 Bending moments at intermediate blade positions |
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358 | (3) |
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A5.8.1 Background response |
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358 | (1) |
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358 | (1) |
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359 | (2) |
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6 Conceptual Design Of Horizontal Axis Wind Turbines |
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361 | (80) |
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361 | (1) |
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361 | (9) |
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362 | (1) |
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6.2.2 Simplified cost model for machine size optimisation: an illustration |
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362 | (3) |
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6.2.3 The NREL cost model |
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365 | (2) |
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6.2.4 The INNWIND.EU cost model |
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367 | (1) |
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6.2.5 Machine size growth |
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367 | (2) |
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6.2.6 Gravity limitations |
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369 | (1) |
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6.2.7 Variable diameter rotors |
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369 | (1) |
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370 | (5) |
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6.3.1 Simplified cost model for optimising machine rating in relation to diameter |
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370 | (3) |
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6.3.2 Relationship between optimum rated wind speed and annual mean |
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373 | (1) |
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6.3.3 Specific power of production machines |
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373 | (2) |
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375 | (4) |
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6.4.1 Ideal relationship between rotational speed and solidity |
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375 | (1) |
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6.4.2 Influence of rotational speed on blade weight |
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376 | (1) |
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376 | (1) |
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6.4.4 Low induction rotors |
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377 | (1) |
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6.4.5 Noise constraint on rotational speed |
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378 | (1) |
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6.4.6 Visual considerations |
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379 | (1) |
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379 | (9) |
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379 | (1) |
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6.5.2 Ideal relationship between number of blades, rotational speed, and solidity |
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379 | (1) |
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6.5.3 Effect of number of blades on optimum CP in the presence of tip-loss and drag |
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380 | (1) |
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6.5.4 Some performance and cost comparisons |
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381 | (4) |
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6.5.5 Effect of number of blades on loads |
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385 | (1) |
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6.5.6 Noise constraint on rotational speed |
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386 | (1) |
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387 | (1) |
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6.5.8 Single bladed turbines |
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387 | (1) |
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388 | (3) |
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6.6.1 Load relief benefits |
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388 | (1) |
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6.6.2 Limitation of large excursions |
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389 | (1) |
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6.6.3 Pitch-teeter coupling |
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390 | (1) |
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6.6.4 Teeter stability on stall-regulated machines |
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391 | (1) |
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391 | (7) |
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6.7.1 Passive stall control |
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391 | (1) |
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6.7.2 Active pitch control |
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391 | (5) |
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6.7.3 Passive pitch control |
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396 | (1) |
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6.7.4 Active stall control |
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397 | (1) |
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397 | (1) |
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398 | (2) |
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6.8.1 Independent braking systems: requirements of standards |
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398 | (1) |
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6.8.2 Aerodynamic brake options |
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399 | (1) |
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6.8.3 Mechanical brake options |
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400 | (1) |
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6.8.4 Parking versus idling |
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400 | (1) |
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6.9 Fixed-speed, two-speed, variable-slip, and variable-speed operation |
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400 | (11) |
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6.9.1 Fixed-speed operation |
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401 | (1) |
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6.9.2 Two-speed operation |
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401 | (2) |
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6.9.3 Variable-slip operation (see also Section 8.3.8) |
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403 | (1) |
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6.9.4 Variable-speed operation |
|
|
403 | (3) |
|
6.9.5 Generator system architectures |
|
|
406 | (1) |
|
6.9.6 Low-speed direct drive generators |
|
|
406 | (4) |
|
6.9.7 Hybrid gearboxes, medium-speed generators |
|
|
410 | (1) |
|
6.9.8 Evolution of generator systems |
|
|
410 | (1) |
|
6.10 Other drive trains and generators |
|
|
411 | (8) |
|
6.10.1 Directly connected, fixed-speed generators |
|
|
411 | (3) |
|
6.10.2 Innovations to allow the use of directly connected generators |
|
|
414 | (1) |
|
6.10.3 Generator and drive train innovations |
|
|
415 | (4) |
|
6.11 Drive train mounting arrangement options |
|
|
419 | (6) |
|
6.11.1 Low-speed shaft mounting |
|
|
419 | (2) |
|
6.11.2 High-speed shaft and generator mounting |
|
|
421 | (4) |
|
6.12 Drive train compliance |
|
|
425 | (1) |
|
6.13 Rotor position with respect to tower |
|
|
426 | (1) |
|
6.13.1 Upwind configuration |
|
|
426 | (1) |
|
6.13.2 Downwind configuration |
|
|
426 | (1) |
|
|
427 | (3) |
|
6.14.1 Stochastic thrust loading at blade passing frequency |
|
|
427 | (1) |
|
6.14.2 Tower top moment fluctuations due to blade pitch errors |
|
|
428 | (1) |
|
6.14.3 Tower top moment fluctuations due to rotor mass imbalance |
|
|
429 | (1) |
|
6.14.4 Tower stiffness categories |
|
|
430 | (1) |
|
6.15 Multiple rotor structures |
|
|
430 | (5) |
|
6.15.1 Space frame support structure |
|
|
430 | (2) |
|
6.15.2 Tubular cantilever arm support structure |
|
|
432 | (1) |
|
6.15.3 Vestas four-rotor array |
|
|
432 | (1) |
|
6.15.4 Cost comparison based on fundamental scaling rules |
|
|
433 | (1) |
|
6.15.5 Cost comparison based on NREL scaling indices |
|
|
433 | (1) |
|
|
434 | (1) |
|
|
435 | (1) |
|
6.17 Personnel safety and access issues |
|
|
435 | (6) |
|
|
437 | (4) |
|
|
441 | (138) |
|
|
441 | (78) |
|
|
441 | (1) |
|
|
442 | (1) |
|
7.1.3 Practical modifications to optimum aerodynamic design |
|
|
443 | (1) |
|
7.1.4 Structural design criteria |
|
|
444 | (1) |
|
7.1.5 Form of blade structure |
|
|
444 | (3) |
|
7.1.6 Blade materials and properties |
|
|
447 | (4) |
|
7.1.7 Static properties of glass/polyester and glass/epoxy composites |
|
|
451 | (6) |
|
7.1.8 Fatigue properties of glass/polyester and glass/epoxy composites |
|
|
457 | (11) |
|
7.1.9 Carbon fibre composites |
|
|
468 | (3) |
|
7.1.10 Properties of wood laminates |
|
|
471 | (2) |
|
7.1.11 Material safety factors |
|
|
473 | (1) |
|
7.1.12 Manufacture of composite blades |
|
|
473 | (5) |
|
7.1.13 Blade loading overview |
|
|
478 | (8) |
|
7.1.14 Simplified fatigue design example |
|
|
486 | (9) |
|
|
495 | (5) |
|
7.1.16 Design against buckling |
|
|
500 | (6) |
|
7.1.17 Blade root fixings |
|
|
506 | (2) |
|
|
508 | (1) |
|
7.1.19 Leading edge erosion |
|
|
509 | (2) |
|
7.1.20 Bend-twist coupling |
|
|
511 | (8) |
|
|
519 | (2) |
|
|
521 | (3) |
|
|
524 | (13) |
|
|
524 | (1) |
|
7.4.2 Variable loads during operation |
|
|
525 | (2) |
|
7.4.3 Drive train dynamics |
|
|
527 | (1) |
|
|
527 | (1) |
|
7.4.5 Effect of variable loading on fatigue design of gear teeth |
|
|
528 | (3) |
|
7.4.6 Effect of variable loading on fatigue design of bearings and shafts |
|
|
531 | (1) |
|
|
532 | (2) |
|
|
534 | (2) |
|
7.4.9 Integrated gearboxes |
|
|
536 | (1) |
|
7.4.10 Lubrication and cooling |
|
|
536 | (1) |
|
7.4.11 Gearbox efficiency |
|
|
537 | (1) |
|
|
537 | (11) |
|
7.5.1 Fixed-speed induction generators |
|
|
537 | (3) |
|
7.5.2 Variable-slip induction generators |
|
|
540 | (1) |
|
7.5.3 Variable-speed operation |
|
|
541 | (1) |
|
7.5.4 Variable-speed operation using a DFIG |
|
|
542 | (4) |
|
7.5.5 Variable-speed operation using a full power converter |
|
|
546 | (2) |
|
|
548 | (7) |
|
|
548 | (1) |
|
7.6.2 Factors governing brake design |
|
|
548 | (2) |
|
7.6.3 Calculation of brake disc temperature rise |
|
|
550 | (2) |
|
7.6.4 High-speed shaft brake design |
|
|
552 | (2) |
|
|
554 | (1) |
|
7.6.6 Low-speed shaft brake design |
|
|
554 | (1) |
|
|
555 | (1) |
|
|
555 | (3) |
|
|
558 | (12) |
|
|
558 | (1) |
|
7.9.2 Constraints on first mode natural frequency |
|
|
558 | (1) |
|
7.9.3 Steel tubular towers |
|
|
559 | (10) |
|
7.9.4 Steel lattice towers |
|
|
569 | (1) |
|
|
570 | (1) |
|
|
570 | (9) |
|
|
570 | (2) |
|
7.10.2 Multi-pile foundations |
|
|
572 | (1) |
|
7.10.3 Concrete monopile foundations |
|
|
572 | (1) |
|
7.10.4 Foundations for steel lattice towers |
|
|
573 | (1) |
|
7.10.5 Foundation rotational stiffness |
|
|
574 | (1) |
|
|
574 | (5) |
|
|
579 | (58) |
|
8.1 Functions of the wind turbine controller |
|
|
580 | (3) |
|
8.1.1 Supervisory control |
|
|
580 | (1) |
|
8.1.2 Closed-loop control |
|
|
581 | (1) |
|
|
581 | (2) |
|
8.2 Closed-loop control: issues and objectives |
|
|
583 | (6) |
|
|
583 | (1) |
|
|
584 | (1) |
|
8.2.3 Generator torque control |
|
|
585 | (1) |
|
|
585 | (1) |
|
8.2.5 Influence of the controller on loads |
|
|
586 | (1) |
|
8.2.6 Denning controller objectives |
|
|
587 | (1) |
|
8.2.7 PI and PID controllers |
|
|
588 | (1) |
|
8.3 Closed-loop control: general techniques |
|
|
589 | (28) |
|
8.3.1 Control of fixed-speed, pitch-regulated turbines |
|
|
589 | (1) |
|
8.3.2 Control of variable-speed, pitch-regulated turbines |
|
|
590 | (3) |
|
8.3.3 Pitch control for variable-speed turbines |
|
|
593 | (1) |
|
8.3.4 Switching between torque and pitch control |
|
|
593 | (2) |
|
8.3.5 Control of tower vibration |
|
|
595 | (3) |
|
8.3.6 Control of drive train torsional vibration |
|
|
598 | (1) |
|
8.3.7 Variable-speed stall regulation |
|
|
599 | (2) |
|
8.3.8 Control of variable-slip turbines |
|
|
601 | (1) |
|
8.3.9 Individual pitch control |
|
|
602 | (1) |
|
8.3.10 Multivariable control -- decoupling the wind turbine control loops |
|
|
603 | (2) |
|
8.3.11 Two axis decoupling for individual pitch control |
|
|
605 | (2) |
|
8.3.12 Load reduction with individual pitch control |
|
|
607 | (2) |
|
8.3.13 Individual pitch control implementation |
|
|
609 | (2) |
|
8.3.14 Further extensions to individual pitch control |
|
|
611 | (1) |
|
8.3.15 Commercial use of individual pitch control |
|
|
611 | (1) |
|
8.3.16 Estimation of rotor average wind speed |
|
|
612 | (1) |
|
8.3.17 LiDAR-assisted control |
|
|
613 | (3) |
|
8.3.18 LiDAR signal processing |
|
|
616 | (1) |
|
8.4 Closed-loop control: analytical design methods |
|
|
617 | (12) |
|
8.4.1 Classical design methods |
|
|
617 | (5) |
|
8.4.2 Gain scheduling for pitch controllers |
|
|
622 | (1) |
|
8.4.3 Adding more terms to the controller |
|
|
622 | (1) |
|
8.4.4 Other extensions to classical controllers |
|
|
623 | (2) |
|
8.4.5 Optimal feedback methods |
|
|
625 | (3) |
|
8.4.6 Pros and cons of model based control methods |
|
|
628 | (1) |
|
|
629 | (1) |
|
|
629 | (2) |
|
8.6 Control system implementation |
|
|
631 | (6) |
|
|
631 | (1) |
|
8.6.2 Integrator desaturation |
|
|
632 | (1) |
|
|
633 | (4) |
|
9 Wake Effects And Wind Farm Control |
|
|
637 | (28) |
|
|
637 | (1) |
|
|
638 | (14) |
|
9.2.1 Modelling wake effects |
|
|
639 | (1) |
|
9.2.2 Wake turbulence in the IEC standard |
|
|
639 | (1) |
|
|
640 | (1) |
|
9.2.4 Simplified or `engineering' wake models |
|
|
640 | (11) |
|
|
651 | (1) |
|
9.3 Active wake control methods |
|
|
652 | (6) |
|
9.3.1 Wake control options |
|
|
653 | (1) |
|
|
654 | (2) |
|
9.3.3 Control design methods for active wake control |
|
|
656 | (2) |
|
9.3.4 Field testing for active wake control |
|
|
658 | (1) |
|
9.4 Wind farm control and the grid system |
|
|
658 | (7) |
|
9.4.1 Curtailment and delta control |
|
|
659 | (2) |
|
9.4.2 Fast frequency response |
|
|
661 | (1) |
|
|
661 | (4) |
|
10 Onshore Wind Turbine Installations And Wind Farms |
|
|
665 | (52) |
|
|
666 | (12) |
|
10.1.1 Initial site selection |
|
|
667 | (3) |
|
10.1.2 Project feasibility assessment |
|
|
670 | (1) |
|
10.1.3 Measure-correlate-predict |
|
|
670 | (2) |
|
|
672 | (1) |
|
10.1.5 Site investigations |
|
|
672 | (1) |
|
10.1.6 Public consultation |
|
|
673 | (1) |
|
10.1.7 Preparation of the planning application and environmental statement |
|
|
674 | (2) |
|
10.1.8 Planning requirements in the UK |
|
|
676 | (1) |
|
10.1.9 Procurement of wind farms |
|
|
676 | (1) |
|
10.1.10 Financing of wind farms |
|
|
676 | (2) |
|
10.2 Landscape and visual impact assessment |
|
|
678 | (9) |
|
10.2.1 Landscape character assessment |
|
|
679 | (2) |
|
10.2.2 Turbine and wind farm design for minimum visual impact |
|
|
681 | (2) |
|
10.2.3 Assessment of visual impact |
|
|
683 | (2) |
|
|
685 | (2) |
|
|
687 | (11) |
|
10.3.1 Terminology and basic concepts |
|
|
688 | (4) |
|
10.3.2 Wind turbine noise |
|
|
692 | (1) |
|
10.3.3 Measurement of wind turbine noise |
|
|
693 | (2) |
|
10.3.4 Prediction and assessment of wind farm noise |
|
|
695 | (2) |
|
10.3.5 Low frequency noise |
|
|
697 | (1) |
|
10.4 Electromagnetic interference |
|
|
698 | (8) |
|
10.4.1 Impact of wind turbines on communication systems |
|
|
700 | (3) |
|
10.4.2 Impact of wind turbines on aviation radar |
|
|
703 | (3) |
|
10.5 Ecological assessment |
|
|
706 | (11) |
|
|
707 | (3) |
|
|
710 | (2) |
|
|
712 | (3) |
|
|
715 | (2) |
|
11 Wind Energy And The Electric Power System |
|
|
717 | (49) |
|
|
717 | (4) |
|
11.1.1 The electric power system |
|
|
718 | (1) |
|
11.1.2 Electrical distribution networks |
|
|
719 | (2) |
|
11.1.3 Electrical transmission systems |
|
|
721 | (1) |
|
11.2 Wind turbine electrical systems |
|
|
721 | (9) |
|
11.2.1 Wind turbine transformers |
|
|
722 | (1) |
|
11.2.2 Protection of wind turbine electrical systems |
|
|
723 | (2) |
|
11.2.3 Lightning protection of wind turbines |
|
|
725 | (5) |
|
11.3 Wind farm electrical systems |
|
|
730 | (5) |
|
11.3.1 Power collection system |
|
|
730 | (2) |
|
11.3.2 Earthing (grounding) of wind farms |
|
|
732 | (3) |
|
11.4 Connection of wind farms to distribution networks |
|
|
735 | (7) |
|
11.4.1 Power system studies |
|
|
737 | (1) |
|
11.4.2 Electrical protection of a wind farm |
|
|
738 | (3) |
|
11.4.3 Islanding and anti-islanding protection |
|
|
741 | (1) |
|
11.4.4 Utility protection of a wind farm |
|
|
742 | (1) |
|
11.5 Grid codes and the connection of large wind farms to transmission networks |
|
|
742 | (8) |
|
11.5.1 Continuous operation capability |
|
|
744 | (1) |
|
11.5.2 Reactive power capability |
|
|
744 | (3) |
|
11.5.3 Frequency response |
|
|
747 | (1) |
|
11.5.4 Fault ride through |
|
|
748 | (1) |
|
11.5.5 Fast fault current injection |
|
|
748 | (1) |
|
|
749 | (1) |
|
11.6 Wind energy and the generation system |
|
|
750 | (6) |
|
11.6.1 Development (planning) of a generation system including wind energy |
|
|
751 | (2) |
|
11.6.2 Operation of a generation system including wind energy |
|
|
753 | (1) |
|
11.6.3 Wind power forecasting |
|
|
754 | (2) |
|
|
756 | (10) |
|
11.7.1 Voltage flicker perception |
|
|
760 | (2) |
|
11.7.2 Measurement and assessment of power quality characteristics of grid connected wind turbines |
|
|
762 | (1) |
|
|
763 | (1) |
|
|
764 | (2) |
|
Appendix A.11 Simple calculations for the connection of wind turbines |
|
|
766 | (165) |
|
A11.1 The per-unit system |
|
|
766 | (1) |
|
A11.2 Power flows, slow voltage variations, and network losses |
|
|
767 | (4) |
|
12 Offshore Wind Turbines And Wind Farms |
|
|
771 | (160) |
|
|
771 | (5) |
|
12.2 The offshore wind resource |
|
|
776 | (5) |
|
|
776 | (1) |
|
12.2.2 Site wind speed assessment |
|
|
776 | (1) |
|
12.2.3 Wakes in offshore wind farms |
|
|
777 | (4) |
|
|
781 | (41) |
|
12.3.1 International standards |
|
|
781 | (1) |
|
|
782 | (2) |
|
|
784 | (1) |
|
|
784 | (1) |
|
12.3.5 Ultimate loads: operational load cases and accompanying wave climates |
|
|
785 | (7) |
|
12.3.6 Ultimate loads: non-operational load cases and accompanying wave climates |
|
|
792 | (3) |
|
|
795 | (2) |
|
|
797 | (8) |
|
12.3.9 Wave loading on support structure |
|
|
805 | (13) |
|
12.3.10 Constrained waves |
|
|
818 | (2) |
|
12.3.11 Analysis of support structure loads |
|
|
820 | (2) |
|
12.4 Machine size optimisation |
|
|
822 | (2) |
|
12.5 Reliability of offshore wind turbines |
|
|
824 | (4) |
|
12.5.1 Machine architecture |
|
|
824 | (1) |
|
|
825 | (1) |
|
|
826 | (1) |
|
12.5.4 Protection against corrosion |
|
|
826 | (1) |
|
12.5.5 Condition monitoring |
|
|
826 | (2) |
|
12.6 Fixed support structures -- overview |
|
|
828 | (1) |
|
12.7 Fixed support structures |
|
|
829 | (54) |
|
12.7.1 Monopiles -- introduction |
|
|
829 | (1) |
|
12.7.2 Monopiles -- geotechnical design |
|
|
830 | (10) |
|
12.7.3 Monopiles -- steel design |
|
|
840 | (5) |
|
12.7.4 Monopiles -- fatigue analysis in the frequency domain |
|
|
845 | (15) |
|
|
860 | (6) |
|
|
866 | (9) |
|
|
875 | (2) |
|
12.7.8 Tripile structures |
|
|
877 | (1) |
|
12.7.9 S-N curves for fatigue design |
|
|
877 | (6) |
|
12.8 Floating support structures |
|
|
883 | (25) |
|
|
883 | (1) |
|
|
884 | (3) |
|
|
887 | (1) |
|
12.8.4 Design considerations |
|
|
887 | (5) |
|
12.8.5 Spar buoy design space |
|
|
892 | (1) |
|
12.8.6 Semi-submersible design space |
|
|
893 | (5) |
|
|
898 | (3) |
|
12.8.8 Spar buoy case study -- Hywind Scotland |
|
|
901 | (3) |
|
12.8.9 Three column semi-submersible case study -- WindFloat Atlantic |
|
|
904 | (2) |
|
12.8.10 Ring shaped floating platform -- Floatgen, France |
|
|
906 | (2) |
|
12.9 Environmental assessment of offshore wind farms |
|
|
908 | (5) |
|
12.9.1 Environmental impact assessment |
|
|
908 | (1) |
|
12.9.2 Contents of the environmental statement of an offshore wind farm |
|
|
909 | (2) |
|
12.9.3 Environmental monitoring of wind farms in operation |
|
|
911 | (2) |
|
12.10 Offshore power collection and transmission systems |
|
|
913 | (18) |
|
12.10.1 Offshore wind farm transmission systems |
|
|
914 | (2) |
|
12.10.2 Submarine AC cable systems |
|
|
916 | (4) |
|
12.10.3 HVdc transmission |
|
|
920 | (2) |
|
|
922 | (9) |
|
Appendix A. 12 Costs of electricity |
|
|
931 | (2) |
|
A12.1 Levelised cost of electricity |
|
|
931 | (1) |
|
A12.2 Strike price and contract for difference |
|
|
931 | (2) |
Index |
|
933 | |