Abstract

Abstract. We examine the effect of rotor design choices on the power capture and structural loading of each major wind turbine component. A harmonic model for structural loading is derived from simulations using the National Renewable Energy Laboratory (NREL) aeroelastic code FAST to reduce computational expense while evaluating design trade-offs for rotors with radii greater than 100 m. Design studies are performed, which focus on blade aerodynamic and structural parameters as well as different hub configurations and nacelle placements atop the tower. The effects of tower design and closed-loop control are also analyzed. Design loads are calculated according to the IEC design standards and used to create a mapping from the harmonic model of the loads and quantify the uncertainty of the transformation. Our design studies highlight both industry trends and innovative designs: we progress from a conventional, upwind, three-bladed rotor to a rotor with longer, more slender blades that is downwind and two-bladed. For a 13 MW design, we show that increasing the blade length by 25 m, while decreasing the induction factor of the rotor, increases annual energy capture by 11 % while constraining peak blade loads. A downwind, two-bladed rotor design is analyzed, with a focus on its ability to reduce peak blade loads by 10 % per 5∘ of cone angle and also reduce total blade mass. However, when compared to conventional, three-bladed, upwind designs, the peak main-bearing load of the upscaled, downwind, two-bladed rotor is increased by 280 %. Optimized teeter configurations and individual pitch control can reduce non-rotating damage equivalent loads by 45 % and 22 %, respectively, compared with fixed-hub designs.

Highlights

  • Wind turbines are large, dynamic structures that experience significant structural loading on their component parts

  • We present a model for the rapid computation of wind turbine design loads, which we use to quantify the effect of design trade-offs associated with different rotor concepts

  • To capture the effect that closed-loop control has on design loads as rotor changes are made, we use the same control architecture for computing loads using the harmonic model (Sect. 5) and for turbulent design load cases (DLCs) simulations (Sect. 6), updating the controller parameters based on the rotor parameters

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Summary

Introduction

Dynamic structures that experience significant structural loading on their component parts. We describe an alternative load estimation procedure, based on a set of simulations with a constant, sheared wind inflow that reflects the main drivers of wind turbine loads and the effects of design changes on global wind turbine loads Since both turbulent and constant wind effects contribute to structural loading and the effect of turbulence has been well studied recently, e.g., in Dimitrov et al (2018) and Robertson et al (2018), we will focus our effort on how turbine model changes impact the harmonic loads caused by wind shear and turbine self-weight. Quantitative design studies evaluate the effect of increased blade size and power capture on global wind turbine loads, as well as the design trade-offs associated with two-bladed wind turbines, teeter hinges, and individual pitch control.

Baseline models and design direction
Closed-loop control
Harmonic model for load estimation
Extreme and fatigue loads
Harmonic versus turbulent loads
Harmonic model transformation and uncertainty
Overview of design studies
Blade loads and energy capture
Rotor aerodynamics
Blade structural parameters
Selecting kM and kEs for edgewise fatigue loads
Hub configuration and main-bearing loads
Number of blades
Teeter and individual pitch control
Large cone angle effects
10 Yaw-bearing loads and nacelle layout
11 Tower loads
Findings
13 Conclusions
Full Text
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