BS EN 61400-12-1:2017
$256.21
Wind energy generation systems – Power performance measurements of electricity producing wind turbines
Published By | Publication Date | Number of Pages |
BSI | 2017 | 268 |
PDF Catalog
PDF Pages | PDF Title |
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2 | National foreword |
7 | English CONTENTS |
18 | FOREWORD |
20 | INTRODUCTION |
21 | 1 Scope 2 Normative references |
22 | 3 Terms and definitions |
25 | 4 Symbols and units |
28 | 5 Power performance method overview |
31 | Tables Table 1 – Overview of wind measurement configurations for powercurve measurements that meet the requirements of this standard |
32 | 6 Preparation for performance test 6.1 General 6.2 Wind turbine and electrical connection 6.3 Test site 6.3.1 General 6.3.2 Location of the wind measurement equipment |
33 | 6.3.3 Measurement sector 6.3.4 Correction factors and uncertainty due to flow distortion originating from topography Figures Figure 1 – Requirements as to distance of the wind measurement equipment and maximum allowed measurement sectors |
34 | 7 Test equipment 7.1 Electric power 7.2 Wind speed 7.2.1 General |
35 | 7.2.2 General requirements for meteorological mast mounted anemometers Table 2 – Wind speed measurement configurations (X indicates allowable configuration) |
36 | 7.2.3 Top-mounted anemometers 7.2.4 Side-mounted anemometers 7.2.5 Remote sensing device (RSD) |
37 | 7.2.6 Rotor equivalent wind speed measurement 7.2.7 Hub height wind speed measurement 7.2.8 Wind shear measurements |
38 | Figure 2 – Wind shear measurement heights appropriate to measurement of rotor equivalent wind speed |
39 | 7.3 Wind direction 7.4 Air density Figure 3 – Wind shear measurement heights when no wind speed measurementsabove hub height are available (for wind shear exponent determination only) |
40 | 7.5 Rotational speed and pitch angle 7.6 Blade condition 7.7 Wind turbine control system 7.8 Data acquisition system 8 Measurement procedure 8.1 General 8.2 Wind turbine operation |
41 | 8.3 Data collection 8.4 Data rejection |
42 | 8.5 Database 9 Derived results 9.1 Data normalisation 9.1.1 General |
43 | 9.1.2 Correction for meteorological mast flow distortion of side-mounted anemometer 9.1.3 Wind shear correction (when REWS measurements available) Figure 4 – Process of application of the various normalisations |
45 | Table 3 – Example of REWS calculation |
46 | 9.1.4 Wind veer correction 9.1.5 Air density normalisation |
47 | 9.1.6 Turbulence normalisation 9.2 Determination of the measured power curve |
48 | 9.3 Annual energy production (AEP) |
50 | 9.4 Power coefficient 10 Reporting format |
53 | Figure 5 – Presentation of example database: power performance test scatter plot sampled at 1 Hz (mean values averaged over 10 min) |
54 | Figure 6 – Presentation of example measured power curve Figure 7 – Presentation of example CP curve |
55 | Table 4 – Example of presentation of a measured power curve |
56 | Table 5 – Example of presentation of estimated annual energy production |
57 | Annexes Annex A (normative) Assessment of influences caused by wind turbines and obstacles at the test site A.1 General A.2 Requirements regarding neighbouring and operating wind turbines |
58 | A.3 Requirements regarding obstacles A.4 Method for calculation of sectors to exclude Table A.1 – Obstacle requirements: relevance of obstacles |
60 | Figure A.1 – Sectors to exclude due to wakes of neighbouring and operating wind turbines and significant obstacles |
61 | Figure A.2 – An example of sectors to exclude due to wakes of the wind turbine under test, a neighbouring and operating wind turbine and a significant obstacle |
62 | A.5 Special requirements for extended obstacles |
63 | Annex B (normative) Assessment of terrain at the test site Figure B.1 – Illustration of area to be assessed, top view |
64 | Figure B.2 – Example of determination of slope and terrain variation from the best-fit plane: “2L to 4L” and the case “measurement sector” (Table B.1, line 2) Table B.1 – Test site requirements: topographical variations |
65 | Figure B.3 – Determination of slope for the distance “2L to 4L” and “8L to 16L”and the case “outside measurement sector” (Table B.1, line 3 and line 5) |
66 | Annex C (normative) Site calibration procedure C.1 General C.2 Overview of the procedure |
67 | Figure C.1 – Site calibration flow chart |
68 | C.3 Test set-up C.3.1 Considerations for selection of the test wind turbine and location of the meteorological mast |
69 | Figure C.2 – Terrain types |
70 | C.3.2 Instrumentation C.4 Data acquisition and rejection criteria |
71 | C.5 Analysis C.5.1 Assessment of site shear conditions |
73 | C.5.2 Method 1: Bins of wind direction and wind shear |
74 | C.5.3 Method 2: Linear regression method where shear is not a significant influence C.5.4 Additional calculations |
75 | C.6 Site calibration uncertainty C.6.1 Site calibration category A uncertainty |
77 | C.6.2 Site calibration category B uncertainty C.6.3 Combined uncertainty C.7 Quality checks and additional uncertainties C.7.1 Convergence check |
78 | C.7.2 Correlation check for linear regression (see C.5.3) C.7.3 Change in correction between adjacent wind direction bins C.7.4 Removal of the wind direction sensor between site calibration and power performance test |
79 | C.7.5 Site calibration and power performance measurements in different seasons |
80 | C.8 Verification of results |
81 | C.9 Site calibration examples C.9.1 Example A Figure C.3 – Example of the results of a verification test |
82 | Figure C.4 – Wind shear exponent vs. time of day, example A |
83 | Figure C.5 – Wind shear exponents at wind turbine location vs. reference meteorological mast, example A where the colour axis = wind speed (m/s) |
84 | Figure C.6 – Wind speed ratios and number of data points vs. wind shear exponent and wind direction bin – wind speed ratios (full lines), number of data points (dotted lines) |
85 | Table C.1 – Site calibration flow corrections (wind speed ratio) Table C.2 – Site calibration data count |
86 | C.9.2 Example B Figure C.7 – Data convergence check for 190° bin |
87 | Figure C.8 – Wind shear exponent vs. time of day, example B Figure C.9 – Wind shear exponents at wind turbine location vs. reference meteorological mast, example B |
88 | Figure C.10 – Linear regression of wind turbine location vs. reference meteorological mast hub height wind speeds for 330° bin Figure C.11 – Wind speed ratios vs. wind speed for the 330° bin |
89 | Figure C.12 – Wind speed ratios vs. wind shear for the 330° bin |
90 | Figure C.13 – Wind shear exponents at wind turbine location vs. reference meteorological mast post-filtering Figure C.14 – Linear regression of wind turbine location vs. reference meteorological mast hub height wind speeds for 330° bin, post-filtering |
91 | Figure C.15 – Wind speed ratios vs. wind speed for the 330° bin, post-filtering |
92 | Figure C.16 – Data convergence check for 330° bin Table C.3 – r2 values for each wind direction bin Table C.4 – Additional uncertainty due to change in bins |
93 | C.9.3 Example C Figure C.17 – Site calibration wind shear vs. power curve test wind shear |
95 | Figure C.18 – Convergence check for 270° bin Table C.5 – Additional uncertainty due to change in bins |
96 | Annex D (normative) Evaluation of uncertainty in measurement Table D.1 – List of uncertainty components |
99 | Annex E (informative) Theoretical basis for determining the uncertainty of measurement using the method of bins E.1 General E.2 Combining uncertainties E.2.1 General |
101 | E.2.2 Expanded uncertainty Table E.1 – Expanded uncertainties |
102 | E.2.3 Basis for the uncertainty assessment |
103 | Table E.2 – List of category A and B uncertainties |
105 | E.3 Category A uncertainties E.3.1 General E.3.2 Category A uncertainty in electric power |
106 | E.3.3 Category A uncertainties in the site calibration E.4 Category B uncertainties: Introduction and data acquisition system E.4.1 Category B uncertainties: Introduction |
107 | E.4.2 Category B uncertainties: data acquisition system E.5 Category B uncertainties: Power output E.5.1 General E.5.2 Category B uncertainties: Power output – Current transformers |
108 | E.5.3 Category B uncertainties: Power output – Voltage transformers |
109 | E.5.4 Category B uncertainties: Power Output – Power transducer or other power measurement device E.5.5 Category B uncertainties: Power output – Data acquisition E.6 Category B uncertainties: Wind speed – Introduction and sensors E.6.1 Category B uncertainties: Wind speed – Introduction E.6.2 Category B uncertainties: Wind speed – Hardware |
110 | E.6.3 Category B uncertainties: Wind speed – Meteorological mast mounted sensors |
113 | E.7 Category B uncertainties: Wind speed – RSD E.7.1 General E.7.2 Category B uncertainties: Wind speed – RSD – Calibration E.7.3 Category B uncertainties: Wind speed – RSD – in-situ check E.7.4 Category B uncertainties: Wind speed – RSD – Classification |
115 | E.7.5 Category B uncertainties: Wind speed – RSD – Mounting E.7.6 Category B uncertainties: Wind speed – RSD – Flow variation |
116 | E.7.7 Category B uncertainties: Wind speed – RSD – Monitoring test |
117 | E.8 Category B uncertainties: Wind speed – REWS E.8.1 General E.8.2 Category B uncertainties: Wind speed – REWS – Wind speed measurement over whole rotor |
118 | E.8.3 Category B uncertainties: Wind speed – REWS – Wind veer E.9 Category B uncertainties: Wind speed – Terrain E.9.1 General |
119 | E.9.2 Category B uncertainties: Wind speed – Terrain – Pre-calibration E.9.3 Category B uncertainties: Wind speed – Terrain – Post-calibration |
120 | E.9.4 Category B uncertainties: Wind speed – Terrain – Classification |
121 | E.9.5 Category B uncertainties: Wind speed – Terrain – Mounting E.9.6 Category B uncertainties: Wind speed – Terrain – Lightning finial |
122 | E.9.7 Category B uncertainties: Wind speed – Terrain – Data acquisition E.9.8 Category B uncertainties: Wind speed – Terrain – Change in correction between adjacent bins E.9.9 Category B uncertainties: Wind speed – Terrain – Removal of WD sensor E.9.10 Category B uncertainties: Wind speed – Terrain – Seasonal variation |
123 | E.10 Category B uncertainties: Air density E.10.1 General E.10.2 Category B uncertainties: Air density – Temperature introduction |
124 | E.10.3 Category B uncertainties: Air density – Temperature – Calibration E.10.4 Category B uncertainties: Air density – Temperature – Radiation shielding E.10.5 Category B uncertainties: Air density – Temperature – Mounting E.10.6 Category B uncertainties: Air density – Temperature – Data acquisition |
125 | E.10.7 Category B uncertainties: Air density – Pressure introduction E.10.8 Category B uncertainties: Air density – Pressure – Calibration |
126 | E.10.9 Category B uncertainties: Air density – Pressure – Mounting E.10.10 Category B uncertainties: Air density – Pressure – Data acquisition E.10.11 Category B uncertainties: Air density – Relative humidity introduction |
127 | E.10.12 Category B uncertainties: Air density – Relative humidity – Calibration E.10.13 Category B uncertainties: Air density – Relative humidity – Mounting E.10.14 Category B uncertainties: Air Density – Relative humidity – Data acquisition E.10.15 Category B uncertainties: Air density – Correction |
128 | E.11 Category B uncertainties: Method E.11.1 General E.11.2 Category B uncertainties: Method – Wind conditions |
130 | Table E.3 – Example of standard uncertainties due to absence of a wind shear measurement |
132 | Table E.4 – Example of standard uncertainties due to absence of a wind veer measurement |
133 | E.11.3 Category B uncertainties: Method – Seasonal effects Table E.5 – Uncertainty contributions due to lack of upflow knowledge Table E.6 – Uncertainty contributions due to lack of turbulence knowledge |
134 | E.11.4 Category B uncertainties: Method – Turbulence normalisation (or the lack thereof) E.11.5 Category B uncertainties: Method – Cold climate |
135 | E.12 Category B uncertainties: Wind direction E.12.1 General E.12.2 Category B uncertainties: Wind direction – Vane or sonic |
137 | E.12.3 Category B uncertainties: Wind direction – RSD |
138 | E.13 Combining uncertainties E.13.1 General E.13.2 Combining Category B uncertainties in electric power (uP,i) E.13.3 Combining uncertainties in the wind speed measurement (uV,i) E.13.4 Combining uncertainties in the wind speed measurement from cup or sonic (uVS,i) |
139 | E.13.5 Combining uncertainties in the wind speed measurement from RSD (uVR,i) E.13.6 Combining uncertainties in the wind speed measurement from REWS uREWS,i |
140 | E.13.7 Combining uncertainties in the wind speed measurement for REWS for either a meteorological mast significantly above hub height or an RSD with a lower-than-hub-height meteorological mast |
142 | Table E.7 – Suggested assumptions for correlations of measurement uncertainties between different measurement heights |
143 | E.13.8 Combining uncertainties in the wind speed measurement for REWS for a hub height meteorological mast + RSD for shear using an absolute wind speed |
144 | E.13.9 Combining uncertainties in the wind speed measurement for REWS for a hub height meteorological mast and RSD for shear using a relative wind speed |
146 | E.13.10 Combining uncertainties in the wind speed measurement from REWS due to wind veer across the whole rotor uREWS,veer,i |
148 | Table E.8 – Suggested correlation assumptions for relative wind direction measurement uncertainties at different measurement heights |
149 | E.13.11 Combining uncertainties in the wind speed measurement from flow distortion due to site calibration uVT,i |
150 | E.13.12 Combining uncertainties for the temperature measurement uT,i |
151 | E.13.13 Combining uncertainties for the pressure measurement uB,i E.13.14 Combining uncertainties for the humidity measurement uRH,i |
152 | E.13.15 Combining uncertainties for the method related components uM,i E.13.16 Combining uncertainties for the wind direction measurement with wind vane or sonic anemometer uWV,i E.13.17 Combining uncertainties for the wind direction measurement with RSD uWR,i |
153 | E.13.18 Combined category B uncertainties E.13.19 Combined standard uncertainty – Power curve E.13.20 Combined standard uncertainty – Energy production E.14 Relevance of uncertainty components under specified conditions |
154 | E.15 Reference tables Table E.9 – Uncertainties from air density normalisation |
156 | Table E.10 – Sensitivity factors |
157 | Table E.11 – Category B uncertainties |
158 | Annex F (normative) Wind tunnel calibration procedure for anemometers F.1 General requirements F.2 Requirements to the wind tunnel |
159 | Figure F.1 – Definition of volume for flow uniformity test –The volume will also extend 1,5 x b in depth (along the flow) |
160 | F.3 Instrumentation and calibration set-up requirements F.4 Calibration procedure F.4.1 General procedure cup and sonic anemometers |
161 | F.4.2 Procedure for the calibration of sonic anemometers F.4.3 Determination of the wind speed at the anemometer position |
162 | F.5 Data analysis F.6 Uncertainty analysis |
163 | F.7 Reporting format |
164 | F.8 Example uncertainty calculation Table F.1 – Example of evaluation of anemometer calibration uncertainty |
167 | Annex G (normative) Mounting of instruments on the meteorological mast G.1 General G.2 Single top-mounted anemometer |
169 | G.3 Side-by-side top-mounted anemometers Figure G.1 – Example of a top-mounted anemometer and requirements for mounting |
171 | G.4 Side-mounted instruments G.4.1 General Figure G.2 – Example of alternative top-mounted primary and control anemometers positioned side-by-side and wind vane and other instruments on the boom |
172 | G.4.2 Tubular meteorological masts |
173 | Figure G.3 – Iso-speed plot of local flow speed around a cylindrical meteorological mast |
174 | G.4.3 Lattice meteorological masts Figure G.4 – Centreline relative wind speed as a function of distance Rd from the centre of a tubular meteorological mast and meteorological mast diameter d Figure G.5 – Representation of a three-legged lattice meteorological mast |
175 | Figure G.6 – Iso-speed plot of local flow speed around a triangular lattice meteorological mast with a CT of 0,5 |
176 | Figure G.7 – Centreline relative wind speed as a function of distance Rd from the centre of a triangular lattice meteorological mast of leg distance Lm for various CT values Table G.1 – Estimation method for CT for various types of lattice mast |
178 | Figure G.8 – 3D CFD derived flow distortion for two different wind directions around a triangular lattice meteorological mast (CT = 0,27) – For flow direction see the red arrow lower left in each figure |
179 | G.5 Lightning protection G.6 Mounting of other meteorological instruments |
180 | Annex H (normative) Power performance testing of small wind turbines H.1 General H.2 Definitions H.3 Wind turbine system definition and installation |
181 | H.4 Meteorological mast location |
182 | H.5 Test equipment H.6 Measurement procedure Figure H.1 – Definition of hub height and meteorologicalmast location for vertical axis wind turbines |
183 | H.7 Derived results Table H.1 – Battery bank voltage settings |
184 | H.8 Reporting H.9 Annex A – Assessment of influence cause by wind turbines and obstacles at the test site H.10 Annex B – Assessment of terrain at test site H.11 Annex C – Site calibration procedure |
185 | Annex I (normative) Classification of cup and sonic anemometry I.1 General I.2 Classification classes |
186 | I.3 Influence parameter ranges I.4 Classification of cup and sonic anemometers |
187 | Table I.1 – Influence parameter ranges (10 min averages) of Classes A, B, C, D and S |
188 | I.5 Reporting format |
189 | Annex J (normative) Assessment of cup and sonic anemometry J.1 General J.2 Measurements of anemometer characteristics J.2.1 Measurements in a wind tunnel for tilt angular response characteristics of cup anemometers |
190 | J.2.2 Wind tunnel measurements of directional characteristics of cup anemometers Figure J.1 – Tilt angular response of a cup anemometer as function of flow angle compared to cosine response |
191 | J.2.3 Wind tunnel measurements of cup anemometer rotor torque characteristics J.2.4 Wind tunnel measurements of step responses of cup anemometers Figure J.2 – Wind tunnel torque measurements QA – QF as function of angular speed of a cup anemometer rotor at 8 m/s |
192 | J.2.5 Measurement of temperature induced effects on anemometer performance |
193 | Figure J.3 – Example of bearing friction torque QF as function of temperature for a range of angular speeds |
194 | J.2.6 Wind tunnel measurements of directional characteristics of sonic anemometers J.3 A cup anemometer classification method based on wind tunnel and laboratory tests and cup anemometer modelling J.3.1 Method J.3.2 Example of a cup anemometer model |
196 | Figure J.4 – Example of rotor torque coefficient CQA as function of speed ratio �� derived from step responses with Klow equal to –5,5 and Khigh equal to –6,5 |
198 | Table J.1 – Tilt angle response of example cup anemometer |
199 | Table J.2 – Friction coefficients of example cup anemometer Table J.3 – Miscellaneous data related to classification of example cup anemometer |
200 | Figure J.5 – Classification deviations of example cup anemometer showing a class 1,69A (upper) and a class 6,56B (lower) |
201 | J.4 A sonic anemometer classification method based on wind tunnel tests and sonic anemometer modelling Figure J.6 – Classification deviations of example cup anemometer showing a class 8,01C (upper) and a class 9,94D (lower) |
202 | J.5 Free field comparison measurements |
203 | Annex K (normative) In-situ comparison of anemometers K.1 General K.2 Prerequisite K.3 Analysis method |
204 | K.4 Evaluation criteria |
205 | Figure K.1 – Example with triangular lattice meteorological mast |
206 | Figure K.2 – Example with tubular meteorological mast |
207 | Annex L (normative) The application of remote sensing technology L.1 General |
208 | L.2 Classification of remote sensing devices L.2.1 General L.2.2 Data acquisition |
209 | L.2.3 Data preparation |
210 | L.2.4 Principle and requirements of a sensitivity test |
212 | Figure L.1 – Deviation vs upflow angle determined for a remote sensing device with respect to the cup anemometer in Figure J.1 |
213 | Table L.1 – Bin width example for a list of environmental variables |
214 | Figure L.2 – Example of sensitivity analysis against wind shear |
215 | Table L.2 – Parameters derived from a sensitivity analysis of a remote sensing device |
216 | L.2.5 Assessment of environmental variable significance Table L.3 – Ranges of environmental parameters for sensitivity analysis |
217 | L.2.6 Assessment of interdependency between environmental variables Table L.4 – Example selection of environmentalvariables found to have a significant influence |
218 | Figure L.3 – Example of wind shear versus turbulence intensity Figure L.4 – Example of percentage deviation of remote sensing device and reference sensor measurements versus turbulence intensity |
219 | L.2.7 Calculation of accuracy class Table L.5 – Sensitivity analysis parameters remaining after analysis of interdependency of variables |
220 | Table L.6 – Example scheme for calculating maximum influence of environmental variables |
221 | L.2.8 Acceptance criteria Table L.7 – Preliminary accuracy classes of a remote sensing device considering both all and only the most significant influential variables Table L.8 – Example final accuracy classes of a remote sensing device |
222 | L.2.9 Classification of RSD L.3 Verification of the performance of remote sensing devices |
224 | Figure L.5 – Comparison of 10 minute averages of the horizontal wind speed component as measured by a remote sensing device and a cup anemometer Figure L.6 – Bin-wise comparison of measurement of the horizontal wind speed component of a remote sensing device and a cup anemometer |
225 | L.4 Evaluation of uncertainty of measurements of remote sensing devices L.4.1 General L.4.2 Reference uncertainty L.4.3 Uncertainty resulting from the RSD calibration test |
226 | Table L.9 – Example of uncertainty calculations arising from calibration of a remote sensing device (RSD) in terms of systematic uncertainties |
227 | L.4.4 Uncertainty due to remote sensing device classification |
228 | L.4.5 Uncertainty due to non-homogenous flow within the measurement volume L.4.6 Uncertainty due to mounting effects L.4.7 Uncertainty due to variation in flow across the site |
229 | L.5 Additional checks L.5.1 Monitoring the performance of the remote sensing device at the application site L.5.2 Identification of malfunctioning of the remote sensing device L.5.3 Consistency check of the assessment of the remote sensing device systematic uncertainties |
230 | L.5.4 In-situ test of the remote sensing device L.6 Other requirements specific to power curve testing |
231 | Figure L.7 – Example of permitted range of locations for measurement volume |
232 | L.7 Reporting L.7.1 Common reporting on classification test, calibration test, and monitoring of the remote sensing device during application L.7.2 Additional reporting on classification test |
233 | L.7.3 Additional reporting on calibration test L.7.4 Additional reporting on application |
234 | Annex M (informative) Normalisation of power curve data according to the turbulence intensity M.1 General M.2 Turbulence normalisation procedure |
235 | Figure M.1 – Process for obtaining a power curvefor a specific turbulence intensity (Ireference) |
236 | M.3 Determination of the zero turbulence power curve |
237 | Figure M.2 – Process for obtaining the initial zero turbulence power curve parameters from the measured data Figure M.3 – First approach for initial zero turbulence power curve |
239 | Figure M.4 – Process for obtaining the theoretical zero-turbulencepower curve from the measured data |
240 | Figure M.5 – Adjusted initial zero turbulence powercurve (green) compared to first approach (red) Figure M.6 – Process for obtaining the final zero-turbulence power curve from the measured data |
241 | M.4 Order of wind shear correction (normalisation) and turbulence normalisation M.5 Uncertainty of turbulence normalisation or of power curves due to turbulence effects Figure M.7 – Adjusted initial zero turbulence power curve (green) compared to final zero turbulence power curve (black) |
243 | Annex N (informative) Wind tunnel calibration procedure for wind direction sensors N.1 General N.2 General requirements N.3 Requirements of the wind tunnel |
244 | N.4 Instrumentation and calibration set-up requirements |
245 | N.5 Calibration procedure Figure N.1 – Example of calibration setup of a wind direction sensor in a wind tunnel |
246 | N.6 Data analysis N.7 Uncertainty analysis N.8 Reporting format |
248 | N.9 Example of uncertainty calculation N.9.1 General N.9.2 Measurement uncertainties generated by determination of the flow direction in the wind tunnel |
249 | N.9.3 Contribution to measurement uncertainty by the wind direction sensor |
250 | N.9.4 Result of the uncertainty calculation |
251 | Table N.1 – Uncertainty contributions in wind directions sensor calibration |
252 | Table N.2 – Uncertainty contributions and totalstandard uncertainty in wind direction sensor calibration |
253 | Annex O (informative) Power performance testing in cold climate O.1 General O.2 Recommendations O.2.1 General O.2.2 Sonic anemometers O.2.3 Cup anemometers |
254 | O.3 Uncertainties O.4 Reporting |
255 | Annex P (informative) Wind shear normalisation procedure P.1 General |
257 | Annex Q (informative) Definition of the rotor equivalent wind speed under consideration of wind veer Q.1 General Figure Q.1 – Wind profiles measured with LIDAR over flat terrain |
258 | Q.2 Definition of rotor equivalent wind speed under consideration of wind veer Q.3 Measurement of wind veer Q.4 Combined wind shear and wind veer normalisation |
259 | Annex R (informative) Uncertainty considerations for tests on multiple turbines R.1 General |
260 | Table R.1 – List of correlated uncertainty components |
263 | Annex S (informative) Mast flow distortion correction for lattice masts Figure S.1 – Example of mast flow distortion |
265 | Figure S.2 – Flow distortion residuals versus direction |
266 | Bibliography |