Advanced Wind Turbine Program Next Generation Turbine ... - NREL
Advanced Wind Turbine Program Next Generation Turbine ... - NREL
Advanced Wind Turbine Program Next Generation Turbine ... - NREL
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would be to reduce the COE by reducing the turbine cost by a greater percentage than the energy<br />
capture. The use of steel blade roots could also possibly reduce the cost of transporting large<br />
blades or even enable the use of larger rotor diameters without resulting in significant transport<br />
problems.<br />
As part of a structural and cost analysis of steel or cast iron blade roots, the following studies<br />
were conducted:<br />
• Impact studies of the impact on the aerodynamic performance and energy capture of the<br />
34-m blades for the GE 1.5 MW wind turbine resulting from adopting cylindrical blade<br />
root (extension lengths 6 m, 8 m, and 9 m) and assuming that:<br />
o Blade T-bolts similarly employed now would be used with a relatively long radial<br />
transition from the round root to the aerodynamic section would be required to avoid<br />
blade buckling<br />
o A new means of clamping the blade to the bearing could be created, such that the<br />
blade would feature no structural transition to a round section, and the blade could be<br />
fitted with a radially short cosmetic piece to provide rapid transition from the round<br />
blade root (extender) to the aerodynamic sections<br />
• Structural analyses of four different blade root concepts in an effort to determine the materials<br />
requirements:<br />
o Cast iron blade roots<br />
o Rolled and welded sheet steel blade roots<br />
o Cast iron Y-shaped hub<br />
o Rolled and welded sheet steel Y-shaped hub<br />
• Cost-benefit analysis of these concepts.<br />
Five different blade geometries were produced, two each (rapid cosmetic transition and long<br />
structural transition) for the 3- and 6-m blade roots, and one only (rapid transition) for the 9-m<br />
blade roots (or their equivalent Y-shaped hubs). Figure 12 summarizes the expected annual energy<br />
capture to be derived from each of the six blades for the defined IEC Class II wind. The<br />
expected energy losses are small with the 6-m roots, but rather significant with the 8- and 9-m<br />
roots. On the basis of the structural analysis, the only configuration that makes any sense is one<br />
with cast iron cylinders 2 m in diameter, with inboard flanges connected to the hub, and outboard<br />
flanges connected to the blade. The design is driven by fatigue considerations, and the fatigue<br />
strength of weldments is so much less than that of ductile cast iron that a second configuration<br />
employing a cylinder constructed of welded steel sheet could not be optimized to a realistic<br />
weight. The same concept applied even greater to a Y-shaped hub constructed of welded steel<br />
sheet.<br />
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