Michael Graham - Wind Energy Handbook

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Discover this fully updated and authoritative reference to wind energy technology written by leading academic and industry professionals  The newly revised Third Edition of the 
 delivers a fully updated treatment of key developments in wind technology since the publication of the book’s Second Edition in 2011. The criticality of wakes within wind farms is addressed by the addition of an entirely new chapter on wake effects, including ‘engineering’ wake models and wake control. Offshore, attention is focused for the first time on the design of floating support structures, and the new ‘PISA’ method for monopile geotechnical design is introduced. 
The coverage of blade design has been completely rewritten, with an expanded description of laminate fatigue properties and new sections on manufacturing methods, blade testing, leading-edge erosion and bend-twist coupling. These are complemented by new sections on blade add-ons and noise in the aerodynamics chapters, which now also include a description of the Leishman-Beddoes dynamic stall model and an extended introduction to Computational Fluid Dynamics analysis. 
The importance of the environmental impact of wind farms both on- and offshore is recognised by extended coverage, which encompasses the requirements of the Grid Codes to ensure wind energy plays its full role in the power system. The conceptual design chapter has been extended to include a number of novel concepts, including low induction rotors, multiple rotor structures, superconducting generators and magnetic gearboxes.
References and further reading resources are included throughout the book and have been updated to cover the latest literature. Importantly, the core subjects constituting the essential background to wind turbine and wind farm design are covered, as in previous editions. These include: 
The nature of the wind resource, including geographical variation, synoptic and diurnal variations and turbulence characteristics The aerodynamics of horizontal axis wind turbines, including the actuator disc concept, rotor disc theory, the vortex cylinder model of the actuator disc and the Blade-Element/Momentum theory Design loads for horizontal axis wind turbines, including the prescriptions of international standards Alternative machine architectures The design of key components Wind turbine controller design for fixed and variable speed machines The integration of wind farms into the electrical power system Wind farm design, siting constraints and the assessment of environmental impact Perfect for engineers and scientists learning about wind turbine technology, the 
 will also earn a place in the libraries of graduate students taking courses on wind turbines and wind energy, as well as industry professionals whose work requires a deep understanding of wind energy technology.

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Table 3.5 The principal characteristics of the Risø‐P series.

Aerofoil Max t/c % x/c at max t/c y/c at TE Re × 10 −6 α ο c lmax Design α Design c l Max c l/c d
Risø‐P‐15 15 0.328 0.0025 3.00 −3.5 1.49 6.0 1.12 173
Risø‐P‐18 18 0.328 0.0025 3.00 −3.7 1.50 6.0 1.15 170
Risø‐P‐21 21 0.323 0.005 3.00 −3.5 1.48 6.0 1.14 159
Risø‐P‐24 24 0.320 0.01 2.75 −3.7 1.48 6.0 1.17 156
Figure 372 The RisøB series of aerofoil profiles Table 36 The principal - фото 402

Figure 3.72 The Risø‐B series of aerofoil profiles.

Table 3.6 The principal characteristics of the Risø‐B series.

Aerofoil Max t/c % x/c at max t/c y/c at TE Re × 10 −6 α ο c lmax Design α Design c l Max c l/c d
Risø‐B1‐15 15 0.278 0.006 6.00 −4.1 1.92 6.0 1.21 157
Risø‐B1‐18 18 0.279 0.004 6.00 −4.0 1.87 6.0 1.19 166
Risø‐B1‐21 21 0.278 0.005 6.00 −3.6 1.83 6.0 1.16 139
Risø‐B1‐24 24 0.270 0.007 6.00 −3.1 1.76 6.0 1.15 120
Risø‐B1‐30 30 0.270 0.01 6.00 −2.1 1.61 5.0 0.90 N/A
Risø‐B1‐36 36 0.270 0.012 6.00 −1.3 1.15 5.0 0.90 N/A

In the tables above, the ‘design c l’ is the value of the lift coefficient that corresponds to the maximum lift to drag ratio and the ‘design α’ the corresponding angle of attack. An optimised variable‐speed turbine should be designed so that the blade sections operate at this angle of attack. It is a design feature of the Risø aerofoils that the design c lis high so that a blade will be most efficient at low solidity.

3.17.4 The Delft aerofoils

The Delft University of Technology in the Netherlands has also developed a number of aerofoils for wind turbine rotors (Timmer and van Rooij 2003). As with the NREL and Risø aerofoils, the principal feature driving the designs was surface roughness insensitivity, but more emphasis was placed upon seeking designs for thick aerofoils to gain a structural advantage. The Delft University series of aerofoil profiles are illustrated in Figure 3.73and listed in Table 3.7.

The design tool for the Delft aerofoils was the RFOIL code, a modification made at Delft of the XFOIL code to include the effects of stall delay.

The two thickest of these aerofoils have not been tested in a wind tunnel, and the characteristics have been determined by calculation.

3.17.5 General principles for outboard and inboard blade sections

The aerofoil sections of the outboard half of the blade are responsible for extracting the major part of the wind energy. These sections should therefore be efficient with a high lift/drag ratio, hence reasonably thin, consistent with adequate structural strength. Thickness ratios around 18% are usual with relatively high C Lmaxso that the operating C Lwhere the best C L/C Dratio occurs is significantly below C Lmax. This allows efficient operation while keeping sufficiently clear of the stall to avoid its adverse effects when wind gusts momentarily push up the angle of attack too quickly for pitch regulation to respond sufficiently.

Figure 373 The Delft University series of aerofoil profiles Table 37 The - фото 403

Figure 3.73 The Delft University series of aerofoil profiles.

Table 3.7 The principal characteristics of the Delft University series.

Aerofoil Max t/c % x/c at max t/c y/c at TE Re × 10 −6 α ο c lmax Design α Design c l Max c l/c d
DU 96‐W‐180 18 0.3 0.0018 3.00 −2.7 1.26 6.59 1.07 145
DU 00‐W‐212 21.2 0.3 0.0023 3.00 −2.7 1.29 6.5 1.06 132
DU 91‐W2–250 25 0.3 0.0054 3.00 −3.2 1.37 6.68 1.24 137
DU 97‐W‐300 30 0.3 0.0048 3.00 −2.2 1.56 9.3 1.39 98
DU 00‐W‐350 35 0.3 0.01 3.00 −2.0 1.39 7.0 1.13 81
DU 00‐W‐401 40.1 0.3 0.01 3.00 −3.0 1.04 5.0 0.82 54
Figure 374 Flatback aerofoil derived from DU97W300 The inboard sections - фото 404

Figure 3.74 Flat‐back aerofoil derived from DU‐97‐W‐300.

The inboard sections of a wind turbine blade are much more strongly dictated by structural bending strength requirements. Hence increasingly thick sections are used as the radius reduces to the root. Blade sections at the root end may be up to 40% thick. Inboard of the root end of the aerodynamic sections of the blade, the blade often merges continuously into a circular or other bluff section joining the blade to the hub. To accommodate these very thick sections and at the same time retain a high C Lmaxfor power purposes, blades are often fitted with vortex generators (VGs) (see later) near the location of early separation, and so‐called ‘flat‐back’ sections with blunt trailing edges have been designed. An example is the aerofoil shown in Figure 3.74, which is derived by thickening the rear half of the more conventional DU‐97‐W‐300. A computational analysis of the aerodynamics and aeroacoustics of this aerofoil has been given by Lynch and Smith (2009).

3.18 Add‐ons (including blade modifications independent of the main structure)

There are a number of small devices that can be added (and sometimes are) to existing wind turbine blades post‐design without compromising the blade structural performance. These devices have often been derived from aircraft usage and are usually incorporated either to improve performance that has turned out to be below the designed level or, more often, to provide additional performance beyond the intended where circumstances dictate. An example of the latter is the desirability of increasing the design lift coefficient for a turbine blade that is to be operated in significantly reduced air density due to the altitude of the wind turbine site.

3.18.1 Devices to control separation and stalling

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