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A Review of Wind Turbine Wake Models and Future Directions A Review of Wind Turbine Wake Models and Future Directions 2013 North American Wind Energy Academy (NAWEA) Symposium Matthew J. Churchfield Boulder, Colorado August 6, 2013 NREL/PR-5200-60208 NREL is a national laboratory of the U.S. Department of Energy, Office of Energy Efficiency and Renewable Energy, operated by the Alliance for Sustainable Energy, LLC. Why Are Wind Turbine Wakes Important? Wind speed (m/s) • Wake effects impact: o Power production o Mechanical loads • High importance in wind- plant-level control strategies • Having a good wake model is a necessity in predicting plant performance and understanding fatigue Contours of instantaneous wind speed in simulated flow through loads the Lillgrund wind plant 2 What Does a Wake Look Like? Flow field generated from large-eddy simulation (velocity field minus mean shear) top view Characteristics: • Velocity deficit • Low-frequency meandering • Intermittent edge • Shear-layer-generated turbulence view from downstream Notice how many of the characteristics describe some sort of unsteadiness 3 Differing Needs in Wake Modeling • Power Prediction and Annual Energy Production (AEP) o Steady, time-averaged • Loads o Unsteady, time-accurate • Control Strategies o Steady and unsteady may both be needed • Basic Physics o As much fidelity as possible 4 Hierarchy of Wake Models Type Example Empirical -Jensen (1983)/Katíc (1986) (Park) Linearized -Ainslie (1985) (Eddy-viscosity) i Reynolds-averaged -Ott et al. (2011) (Fuga) ncreasing cost/fidelity Navier-Stokes (RANS) Other -Larsen et al. (2007) (Dynamic Wake Meandering) -stochastic Nonlinear RANS -k-ω closure with actuator disk, line, fully resolved Large-eddy -Dynamic Smagorinsky with actuator disk, line simulation (LES) 5 Wake Models for Power Production • There are many models • Two of the more popular: o Jensen (1983)/Katíc (1986) – Park model o Ainslie (1985) – Eddy-viscosity model 1 1.5 1.5 1.5 0.9 0.9 0.9 1 1 1 0.8 0.8 0.8 0.5 0.5 0.5 b b b u u u h D hub h h /D 0.7 0.7 = 0 0.7 U U 0 0 U y y = y = = u U U u/U -0.5 -0.5 0.6 -0.5 0.6 0.6 -1 -1 -1 0.5 0.5 0.5 -1.5 -1.5 -1.5 0.4 0.4 0.4 0 1 2 3 4 5 6 0 1 2 3 4 5 6 0 1 2 3 4 5 6 x/Dx=D x/Dx=D x/Dx=D LES snapshot of full Park Eddy-Viscosity unsteady wake 6 Wake Models for Power Production Full wind farm example: Lillgrund (48 turbines) LES Park k = 0.060.04 Source: Smith et al. (2012) 7 Wake Models for Power Production • Fuga: o Linearized RANS based on simple turbulence closure κu*z o Uses spectral solution with reference tables that provide fast, accurate solution o Latest version incorporates atmospheric stability and wake meandering effects o Included in Wind Atlas Analysis and Application Program (WAsP) -5 -8 o Shown to work as well as full computational fluid dynamics (CFD) at 10 to 10 the cost o Designed for offshore wind plants Fuga computed wakes (view from above) in the Nysted and Fuga computed Horns Rev wind plant efficiency – Source: Ott (2013) Rødsand wind plants – Source: Ott (2013) 8 Deep Array Correction • Theory: A large wind farm that is many rows deep acts as an increased surface roughness that creates an internal boundary layer of slower flow • Deep array correction can be applied to standard models, like Park • See Schlez et al. (2009), Johnson et al. (2009), Brower and Robinson (2009) Source: Schlez et al. (2009)/Johnson et al. (2009) 9 How Well Do Reduced-Order Models Work? Wake prediction error from IEA Task 31 Wakebench, Sexbierum single wake benchmark • Overall, CFD (LES, DES, RANS) and vortex method seem to have less error than reduced-order models, but there are exceptions o Two cases computed with LES and one computed with a RANS code were less accurate than those computed with the much more computationally efficient Fuga, Larsen, and Jensen models Simulation Type decreasing simulation fidelity 10 How Well Do Reduced-Order Models Work? Comparison of reduced-order models and data from Horns Rev wind plant (down the row case) Source: Gaumond et al. (2012) • The reduced-order models perform better for wider direction-bins • Gaumond et al. (2012) say the directional uncertainty is larger than the bin width causing the observations to appear falsely high 11 Wake Models For Mechanical Loads • Fatigue loads are damaging o Such loads are cyclic o Can be caused by intermittent/partial waking • Need to model wake unsteadiness lateral wake meandering 12 Wake Models for Mechanical Loads • Standard IEC 61400-1 says: “The increase in loading generally assumed to result from wake effects may be accounted for by the use of an effective turbulence intensity, which shall include adequate representation of the effect on loading of ambient turbulence and discrete and turbulent wake effects. For fatigue calculations, the effective turbulence intensity, Ieff, may be derived according to Annex D. For ultimate loads, Ieff, may be assumed to be the maximum of the wake turbulence intensity from neighbouring wind turbines as defined in Annex D.” • This refers to the model of Frandsen (2005) 13 Wake Models for Mechanical Loads • Standard IEC 61400-1 says: 0.14 0.8 0.7 0.6 0.12 increasing Wöhler 0.5 constant from 1 to 12 0.4 0.3 0.1 max. wake center hub height turb. intensity 0.2 effective combined ambient & wake turb. intensity ambient turb. intensity = 0.1 0.1 0 1 2 3 4 5 6 7 8 9 10 0 1 2 3 4 5 6 7 8 9 10 rotor diameters (D) rotor diameters (D) for fatigue loads for ultimate loads 14 Wake Models for Mechanical Loads • Dynamic Wake Meandering (DWM) model, Larsen et al. (2007) • Theory: The wake is a passive tracer in a turbulent atmospheric flow field • Advantages: o Can inherently include atmospheric stability effects through turbulent field o Turbulent field can be stochastically generated using spectra/coherence from model spectrum or field measurements • Procedure: o Create a base wake with eddy-viscosity model o Obtain a turbulent field with smallest scales on order of rotor diameter o Use turbulent field to meander base wake 1 1.5 1.5 1.5 0.9 0.9 0.9 1 1 1 0.8 0.8 0.5 0.5 0.5 0.8 hub hub hub b b b u u u h h D h 0.7 0.7 D = U U /D 0 /D 0 = 0 0.7 U y = = y = y y U U u/U u/U u/U u -0.5 -0.5 0.6 = 0.6 -0.5 0.6 -1 + -1 -1 0.5 0.5 0.5 -1.5 -1.5 -1.5 0.4 0.4 0.4 0 1 2 3 4 5 6 0 1 2 3 4 5 6 0 1 2 3 4 5 6 x/Dx=D x/Dx=D x/Dx=D Base Wake Turbulence DWM (snapshot) LES (for comparison) 15 Wake Models for Mechanical Loads Loads calculations using DWM model for 7D separation case in Egmond aan Zee (OWEZ) offshore wind plant in Netherlands composed of Vestas V90 turbines (see Larsen et al. (2012)) Source: Larsen Loads predictions compare remarkably well to measurements 16 Wake Models for Mechanical Loads • Theory: stochastic wake model using wake spectral characteristics o With mean field, power spectral density (PSD), and coherence measurements or LES of wake field, model spectra and coherence could be made to stochastically generate wake o Similar to stochastic generation of atmospheric turbulence, except that wake is not homogeneous in horizontal o This idea is currently being investigated by a group led by L. Manuel (University of Texas, Austin) and P. Veers (NREL) PSD S(f) frequency Coherence Coh wake time history mean flow separation 17 Conclusions • Wakes are very complex due to their unsteadiness, interaction with atmospheric turbulence, and interaction with each other o This is difficult to model in a computationally inexpensive way • Range of wake models are needed, but right now there is lack of computationally-inexpensive models suitable for wake-induced loads analysis o Dynamic wake meandering model shows promise • Although simplistic, wake models for power production like Park and eddy- viscosity models can be highly effective if used by an informed/experienced user • Wake models of varying fidelity should not be viewed as competitors. High fidelity, expensive models should be used to inform faster, reduced-order models • There is still much work to be done on modeling wake-wake interaction, wake- terrain interaction, and understanding atmospheric stability impacts 18 References Ainslie, J. F. , “Calculating the Flowfield in the Wake of Turbines,” Journal of Wind Engineering and Industrial Aerodynamics, Vol. 27, pp. 213 – 224, 1985. Brower, M. C., Robinson, N. M., “The Openwind Deep-Array Model—Development and Validation,” AWS Truepower Report, 2012. Frandsen, S., “Turbulence and Turbulence-Generated Structural Loading in Wind Turbine Clusters,” Risø National Laboratory, Report R-1188(EN), 2005. Gaumond, M., Réthoré, P.-E., Bechmann, A., Ott, S., Larsen, G. C., Peña, A. and Hansen, K. S., “Benchmarking of Wind Turbine Wake Models in Large Offshore Wind Farms,” Proceedings of The science of Making Torque from Wind, Oldenburg, Germany, 2012. Jensen, N.O., “A Note on Wind Generator Interaction,” Risø National Laboratory, Report M-2411, 1983. Johnson, C., Graves, A.-M., Tindal, A., Cox, S., Schlez, W., and Neubert, A., “New Developments in Wake Models for Large Wind Farms,” 2009 American Wind Energy Association Windpower Conference, Chicago, 2009.
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