BS EN IEC 61400-12-3:2022
$198.66
Wind energy generation systems – Power performance. Measurement based site calibration
Published By | Publication Date | Number of Pages |
BSI | 2022 | 52 |
IEC 61400-12-3:2022 specifies a measurement and analysis procedure for deriving the wind speed correction due to terrain effects and applies to the performance testing of wind turbines of all types and sizes connected to the electrical power network as described in IEC 61400‑12‑1. The procedure applies to the performance evaluation of specific wind turbines at specific locations. The purpose of this part of IEC 61400 is to provide a uniform methodology that will ensure consistency, accuracy and reproducibility in the measurement and analysis of a site calibration for use in the determination of the power performance of wind turbines. This document provides guidance in the measurement, analysis, and reporting of the site calibration for subsequent use in power performance testing for wind turbines. This first edition of IEC 61400-12-3 is part of a structural revision that cancels and replaces the performance standards IEC 61400-12-1:2017 and IEC 61400-12-2:2013. The structural revision contains no technical changes with respect to IEC 61400-12-1:2017 and IEC 61400‑12‑2:2013, but the parts that relate to wind measurements, measurement of site calibration and assessment of obstacle and terrain have been extracted into separate standards.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | undefined |
7 | Annex ZA (normative)Normative references to international publicationswith their corresponding European publications |
8 | English CONTENTS |
11 | FOREWORD |
13 | INTRODUCTION |
14 | 1 Scope 2 Normative references 3 Terms and definitions |
16 | 4 Symbols, units and abbreviated terms |
18 | 5 General |
19 | 6 Overview of the procedure Figures Figure 1 – Site calibration flow chart |
20 | 7 Test set-up 7.1 Considerations for selection of the test wind turbine and location of the meteorological mast 7.1.1 General 7.1.2 Type A: 7.1.3 Type B: |
21 | 7.1.4 Type C: 7.2 Instrumentation Figure 2 – Terrain types |
22 | 8 Data acquisition and rejection criteria |
23 | 9 Analysis 9.1 General 9.2 Assessment of site shear conditions 9.2.1 Shear calculations and characterisation plots 9.2.2 Assess significance of shear |
24 | 9.2.3 Establish correlation of shear between locations |
25 | 9.3 Method 1: Bins of wind direction and wind shear 9.4 Method 2: Linear regression method where wind shear is not a significant influence |
26 | 9.5 Additional calculations |
27 | 10 Site calibration uncertainty 10.1 Site calibration category A uncertainty 10.1.1 Site calibration K-fold analysis |
28 | 10.1.2 Site calibration statistical uncertainty for each fold |
29 | 10.2 Site calibration category B uncertainty 10.2.1 General 10.2.2 Anemometer – Pre-calibration 10.2.3 Anemometer – Post-calibration 10.2.4 Anemometer – Classification |
30 | 10.2.5 Anemometer – Mounting 10.2.6 Anemometer – Data acquisition |
31 | 10.2.7 Anemometer – Lightning finial 10.3 Combining uncertainties in the wind speed measurement from flow distortion due to site calibration uVT,i |
32 | 10.4 Combined uncertainty 11 Quality checks and additional uncertainties 11.1 Convergence check 11.2 Correlation check for linear regression (see 9.4) 11.3 Change in correction between adjacent wind direction bins 11.3.1 General |
33 | 11.3.2 Removal of the wind direction sensor between site calibration and power performance test |
34 | 11.4 Site calibration and power performance measurements in different seasons |
35 | Annex A (informative)Verification of results |
36 | Figure A.1 – Example of the results of a verification test |
37 | Annex B (informative)Site calibration examples B.1 Example A B.1.1 Site description: B.1.2 Site calibration setup: B.1.3 Site calibration evaluation: B.1.4 Step 1: Check the significance of wind shear at the site according to 9.2.2: |
38 | B.1.5 Step 2: Verify correlation of wind shear at wind turbine and reference meteorological mast locations – Example A Figure B.1 – Wind shear exponent vs. time of day, Example A Figure B.2 – Wind shear exponents at wind turbine location vs. reference meteorological mast, example A where the colour axis = wind speed (m/s) |
39 | B.1.6 Step 3: Calculate results according to 9.2.3 B.1.7 Step 4: Quality checks and additional uncertainties Figure B.3 – 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) |
40 | Tables Table B.1 – Site calibration flow corrections (wind speed ratio) Table B.2 – Site calibration data count |
41 | B.2 Example B B.2.1 Site description: B.2.2 Site calibration setup: Figure B.4 – Data convergence check for 190° bin |
42 | B.2.3 Step 1: Check the significance of wind shear at the site: B.2.4 Step 2A: Verify correlation of wind shear at wind turbine and reference meteorological mast locations, example B Figure B.5 – Wind shear exponent vs. time of day, example B Figure B.6 – Wind shear exponents at wind turbine location vs. reference meteorological mast, example B |
43 | Figure B.7 – Linear regression of wind turbine location vs. reference meteorological mast hub height wind speeds for 330° bin Figure B.8 – Wind speed ratios vs. wind speed for the 330° bin |
44 | B.2.5 Step 2B: Attempt to remove non-correlating wind shear data Figure B.9 – Wind speed ratios vs. wind shear for the 330° bin Figure B.10 – Wind shear exponents at wind turbine location vs. reference meteorological mast post-filtering |
45 | B.2.6 Step 3: Calculate results B.2.7 Step 4: Additional uncertainties: Figure B.11 – Linear regression of wind turbine location vs. reference meteorological mast hub height wind speeds for 330° bin, post-filtering Figure B.12 – Wind speed ratios vs. wind speed for the 330° bin, post-filtering |
46 | Figure B.13 – Data convergence check for 330° bin Table B.3 – r2 values for each wind direction bin Table B.4 – Additional uncertainty due to change in bins for example B |
47 | B.3 Example C B.3.1 Site description: B.3.2 Site calibration setup: Figure B.14 – Site calibration wind shear vs. power curve test wind shear |
48 | B.3.3 Step 1: Check the significance of wind shear at the site: B.3.4 Step 2: Verify correlation of wind shear at wind turbine and reference meteorological mast locations, example C B.3.5 Step 3: Calculate results B.3.6 Step 4: Quality checks and uncertainty B.3.7 Anemometer operational uncertainty: B.3.8 Convergence check: |
49 | B.3.9 Change in magnitude of correction between bins: B.3.10 Wind vane adjustment: B.3.11 Seasonal uncertainty adjustment: Figure B.15 – Convergence check for 270° bin Table B.5 – Additional uncertainty due to change in bins for example C |
50 | Bibliography |