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BS EN IEC 61400-1:2019 Wind energy generation systems - Design requirements, 2019
- undefined
- Annex ZA(normative)Normative references to international publicationswith their corresponding European publications
- CONTENTS
- FOREWORD
- INTRODUCTION
- 1 Scope
- 2 Normative references
- 3 Terms and definitions
- 4 Symbols and abbreviated terms [Go to Page]
- 4.1 Symbols and units
- 4.2 Abbreviated terms
- 5 Principal elements [Go to Page]
- 5.1 General
- 5.2 Design methods
- 5.3 Safety classes
- 5.4 Quality assurance
- 5.5 Wind turbine markings
- 6 External conditions [Go to Page]
- 6.1 General
- 6.2 Wind turbine classes
- Tables [Go to Page]
- Table 1 – Basic parameters for wind turbine classes
- 6.3 Wind conditions [Go to Page]
- 6.3.1 General
- 6.3.2 Normal wind conditions
- Figures [Go to Page]
- Figure 1 – Turbulence standard deviation and turbulence intensity for the normal turbulence model (NTM) [Go to Page]
- 6.3.3 Extreme wind conditions
- Figure 2 – Example of extreme operating gust
- Figure 3 – Example of extreme direction change magnitude
- Figure 4 – Example of extreme direction change transient
- Figure 5 – Example of extreme coherent gust amplitude for ECD
- Figure 6 – Direction change for ECD
- Figure 7 – Example of direction change transient
- 6.4 Other environmental conditions [Go to Page]
- 6.4.1 General
- Figure 8 – Examples of extreme positive and negative vertical wind shear, wind profile before onset (t = 0, dashed line) and at maximum shear (t = 6 s, full line)
- Figure 9 – Example of wind speeds at rotor top and bottom, respectively, which illustrate the transient positive wind shear [Go to Page]
- 6.4.2 Normal other environmental conditions
- 6.4.3 Extreme other environmental conditions
- 6.5 Electrical power network conditions
- 7 Structural design [Go to Page]
- 7.1 General
- 7.2 Design methodology
- 7.3 Loads [Go to Page]
- 7.3.1 General
- 7.3.2 Gravitational and inertial loads
- 7.3.3 Aerodynamic loads
- 7.3.4 Actuation loads
- 7.3.5 Other loads
- 7.4 Design situations and load cases [Go to Page]
- 7.4.1 General
- Table 2 – Design load cases (DLC) [Go to Page]
- 7.4.2 Power production (DLC 1.1 to 1.5)
- 7.4.3 Power production plus occurrence of fault or loss of electrical network connection (DLC 2.1 to 2.5)
- 7.4.4 Start-up (DLC 3.1 to 3.3)
- 7.4.5 Normal shutdown (DLC 4.1 to 4.2)
- 7.4.6 Emergency stop (DLC 5.1)
- 7.4.7 Parked (standstill or idling) (DLC 6.1 to 6.4)
- 7.4.8 Parked plus fault conditions (DLC 7.1)
- 7.4.9 Transport, assembly, maintenance and repair (DLC 8.1 and 8.2)
- 7.5 Load calculations
- 7.6 Ultimate limit state analysis [Go to Page]
- 7.6.1 Method
- 7.6.2 Ultimate strength analysis
- Table 3 – Partial safety factors for loads γ
f [Go to Page]
- 7.6.3 Fatigue failure
- 7.6.4 Stability
- 7.6.5 Critical deflection analysis
- 7.6.6 Special partial safety factors
- 8 Control system [Go to Page]
- 8.1 General
- 8.2 Control functions
- 8.3 Protection functions
- 8.4 Control system failure analysis [Go to Page]
- 8.4.1 General
- 8.4.2 Independence and common-cause failures
- 8.4.3 Fault exclusions
- 8.4.4 Failure mode return periods
- 8.4.5 Systematic failures
- 8.5 Manual operation
- 8.6 Emergency stop button function
- 8.7 Manual, automatic, and remote restart
- 8.8 Braking system
- 9 Mechanical systems [Go to Page]
- 9.1 General
- 9.2 Errors of fitting
- 9.3 Hydraulic or pneumatic systems
- 9.4 Main gearbox
- 9.5 Yaw system
- Table 4 – Minimum safety factor SH,min and SF,min for the yaw gear system
- 9.6 Pitch system
- 9.7 Protection function mechanical brakes
- 9.8 Rolling element bearings [Go to Page]
- 9.8.1 General
- 9.8.2 Main shaft bearings
- 9.8.3 Generator bearings
- 9.8.4 Pitch and yaw bearings
- 10 Electrical system [Go to Page]
- 10.1 General
- 10.2 General requirements for the electrical system
- 10.3 Internal environmental conditions
- 10.4 Protective devices
- 10.5 Disconnection from supply sources
- 10.6 Earth system
- 10.7 Lightning protection
- 10.8 Electrical cables
- 10.9 Self-excitation
- 10.10 Protection against lightning electromagnetic impulse
- 10.11 Power quality
- 10.12 Electromagnetic compatibility
- 10.13 Power electronic converter systems and equipment
- 10.14 Twist/drip loop
- 10.15 Slip rings
- 10.16 Vertical power transmission conductors and components
- 10.17 Motor drives and converters
- 10.18 Electrical machines
- 10.19 Power transformers
- 10.20 Low voltage switchgear and controlgear
- 10.21 High voltage switchgear
- 10.22 Hubs
- 11 Assessment of a wind turbine for site-specific conditions [Go to Page]
- 11.1 General
- 11.2 Assessment of the topographical complexity of the site and its effect on turbulence [Go to Page]
- 11.2.1 Assessment of the topographical complexity
- Figure 10 – Examples of 30° sectors for fitting the terrain data
- Figure 11 – Terrain variation (Δz) and terrain slope (θ ) [Go to Page]
- 11.2.2 Assessment of turbulence structure at the site
- Table 5 – Threshold values of the terrain complexity categories L, M and H
- Table 6 – Values of lateral and vertical turbulence standard deviations relative to the longitudinal component depending on terrain complexity category L, M and H
- 11.3 Wind conditions required for assessment [Go to Page]
- 11.3.1 General
- 11.3.2 Wind condition parameters
- Table 7 – Values of turbulence structure correction parameter depending on terrain complexity category L, M and H [Go to Page]
- 11.3.3 Measurement setup
- 11.3.4 Data evaluation
- 11.4 Assessment of wake effects from neighbouring wind turbines
- 11.5 Assessment of other environmental conditions
- 11.6 Assessment of earthquake conditions
- 11.7 Assessment of electrical network conditions
- 11.8 Assessment of soil conditions
- 11.9 Assessment of structural integrity by reference to wind data [Go to Page]
- 11.9.1 General
- 11.9.2 Assessment of the fatigue load suitability by reference to wind data
- Figure 12 – Possible combinations of normalized mean wind speed and Weibull shape parameter k (shaded area) [Go to Page]
- 11.9.3 Assessment of the ultimate load suitability by reference to wind data
- 11.10 Assessment of structural integrity by load calculations with reference to site-specific conditions
- 12 Assembly, installation and erection [Go to Page]
- 12.1 General
- 12.2 Planning
- 12.3 Installation conditions
- 12.4 Site access
- 12.5 Environmental conditions
- 12.6 Documentation
- 12.7 Receiving, handling and storage
- 12.8 Foundation/anchor systems
- 12.9 Assembly of wind turbine
- 12.10 Erection of wind turbine
- 12.11 Fasteners and attachments
- 12.12 Cranes, hoists and lifting equipment
- 13 Commissioning, operation and maintenance [Go to Page]
- 13.1 General
- 13.2 Design requirements for safe operation, inspection and maintenance
- 13.3 Instructions concerning commissioning [Go to Page]
- 13.3.1 General
- 13.3.2 Energization
- 13.3.3 Commissioning tests
- 13.3.4 Records
- 13.3.5 Post commissioning activities
- 13.4 Operator’s instruction manual [Go to Page]
- 13.4.1 General
- 13.4.2 Instructions for operations and maintenance records
- 13.4.3 Instructions for unscheduled automatic shutdown
- 13.4.4 Instructions for diminished reliability
- 13.4.5 Work procedures plan
- 13.4.6 Emergency procedures plan
- 13.5 Maintenance manual
- 14 Cold climate [Go to Page]
- 14.1 General
- 14.2 Low temperature and icing climate
- 14.3 External conditions for cold climate [Go to Page]
- 14.3.1 General
- 14.3.2 Wind turbine class for cold climate
- 14.4 Structural design
- 14.5 Design situations and load cases [Go to Page]
- 14.5.1 General
- 14.5.2 Load calculations
- 14.5.3 Selection of suitable materials
- 14.6 Control systems
- 14.7 Mechanical systems
- 14.8 Electrical systems
- Annexes [Go to Page]
- Annex A (normative) Design parameters for external conditions [Go to Page]
- A.1 Design parameters for describing wind turbine class S [Go to Page]
- A.1.1 General
- A.1.2 Machine parameters
- A.1.3 Wind conditions
- A.1.4 Electrical network conditions
- A.1.5 Other environmental conditions (where taken into account)
- A.2 Additional design parameters for describing cold climate wind turbine class S (CC-S)
- Table A.1 – Design parameters for describing cold climate wind turbine class S (CC-S)
- Annex B (informative) Design load cases for special class S wind turbine designor site suitability assessment [Go to Page]
- B.1 General
- B.2 Power production (DLC 1.1 to 1.9)
- Table B.1 – Design load cases
- Annex C (informative) Turbulence models [Go to Page]
- C.1 General
- C.2 Mann [3] uniform shear turbulence model
- C.3 Kaimal [1] spectrum and exponential coherence model
- Table C.1 – Turbulence spectral parameters for the Kaimal model [Go to Page]
- C.4 Reference documents
- Annex D (informative) Assessment of earthquake loading [Go to Page]
- D.1 General
- D.2 Design response spectrum
- D.3 Structure model
- D.4 Seismic load evaluation
- Figure D.1 – Structure model for response spectrum method [Go to Page]
- D.5 Additional load
- D.6 Reference documents
- Annex E (informative) Wake and wind farm turbulence [Go to Page]
- E.1 Added wake turbulence method
- Table E.1 – Number (N) of neighbouring wind turbines [Go to Page]
- E.2 Dynamic wake meandering model [Go to Page]
- E.2.1 General
- Figure E.1 – Configuration – Inside a wind farmwith more than 2 rows [Go to Page]
- [Go to Page]
- E.2.2 Wake deficit
- Figure E.2 – The three fundamental parts of the DWM model [Go to Page]
- [Go to Page]
- E.2.3 Meandering
- E.2.4 Wake induced turbulence
- E.2.5 Wake superposition
- E.2.6 Model synthesis
- E.3 Reference documents
- Annex F (informative) Prediction of wind distribution for wind turbine sites by measure-correlate-predict (MCP) methods [Go to Page]
- F.1 General
- F.2 Measure-correlate-predict (MCP)
- F.3 Application to annual mean wind speed and distribution
- F.4 Application to extreme wind speed
- F.5 Reference documents
- Annex G (informative) Statistical extrapolation of loads for ultimate strength analysis [Go to Page]
- G.1 General
- G.2 Data extraction for extrapolation
- G.3 Load extrapolation methods [Go to Page]
- G.3.1 General
- G.3.2 Global extremes
- G.3.3 Local extremes
- G.3.4 Long-term empirical distributions
- G.4 Convergence criteria [Go to Page]
- G.4.1 General
- G.4.2 Load fractile estimate
- G.4.3 Confidence bounds
- G.4.4 Confidence intervals based on bootstrapping
- G.4.5 Confidence intervals based on the binomial distribution
- G.5 Inverse first-order reliability method (IFORM)
- Table G.1 – Parameters needed to establish binomial-based confidence intervals [Go to Page]
- G.6 Reference documents
- Table G.2 – Short-term load exceedance probabilities as a function of hub-height wind speed for different wind turbine classes for use with the IFORM procedure
- Annex H (informative) Fatigue analysis using Miner’s rule with load extrapolation [Go to Page]
- H.1 Fatigue analysis
- H.2 Reference documents
- Annex I (informative) Contemporaneous loads [Go to Page]
- I.1 General
- Table I.1 – Extreme loading matrix [Go to Page]
- I.2 Scaling
- I.3 Averaging
- Annex J (informative) Prediction of the extreme wind speed of tropical cyclones by using Monte Carlo simulation method [Go to Page]
- J.1 General
- J.2 Prediction of tropical cyclone induced extreme wind speeds [Go to Page]
- J.2.1 General
- J.2.2 Evaluation of tropical cyclone parameters
- J.2.3 Generation of synthetic tropical cyclones
- J.2.4 Prediction of wind speeds in the tropical cyclone boundary
- J.3 Prediction of extreme wind speed in mixed climate regions [Go to Page]
- J.3.1 General
- J.3.2 Extreme wind distributions of extratropical cyclones by the MCP method
- J.3.3 Extreme wind distributions of tropical cyclones by the MCS method
- J.3.4 Determination of extreme wind speed in a mixed climate region
- J.4 Reference documents
- Annex K (informative) Calibration of structural material safety factors and structural design assisted by testing [Go to Page]
- K.1 Overview and field of application
- K.2 Target reliability level
- K.3 Safety formats
- K.4 Reliability-based calibration
- K.5 Calibration using the design value format
- K.6 Partial safety factors for fatigue for welded details in steel structures
- Table K.1 – Partial safety factor for model uncertainty, γ δ
- Table K.2 – Recommended values for partial safety factor for fatigue strength, γ Mf [Go to Page]
- K.7 Types of tests for materials
- K.8 Planning of tests [Go to Page]
- K.8.1 General
- K.8.2 Objectives and scope
- K.8.3 Prediction of test results
- Table K.3 – Recommended partial safety factor
for fatigue stresses, γ Ff [Go to Page]
- [Go to Page]
- K.8.4 Specification of test specimen and sampling
- K.8.5 Loading specifications
- K.8.6 Testing arrangement
- K.8.7 Measurements
- K.8.8 Evaluation and reporting the test
- K.9 General principles for statistical evaluations
- K.10 Derivation of characteristic values
- K.11 Statistical determination of characteristic value for a single property
- K.12 Statistical determination of characteristic value for resistance models [Go to Page]
- K.12.1 General
- Table K.4 – Values of kn for the 5 % characteristic value [Go to Page]
- [Go to Page]
- K.12.2 Step 1: Develop a design model
- K.12.3 Step 2: Compare experimental and theoretical values
- K.12.4 Step 3: Estimate the mean value correction factor (bias) b
- K.12.5 Step 4: Estimate the coefficient of variation of the errors
- Figure K.1 – re-rt diagram [Go to Page]
- [Go to Page]
- K.12.6 Step 5: Analyse compatibility
- K.12.7 Step 6: Determine the coefficients of variation VXi of the basic variables
- K.12.8 Step 7: Determine the characteristic value rk of the resistance
- K.13 Reference documents
- Annex L (informative) Cold climate: assessment and effects of icing climate [Go to Page]
- L.1 Assessment of icing climate conditions [Go to Page]
- L.1.1 General
- L.1.2 Icing climate
- L.1.3 Rotor icing
- Figure L.1 – Definition of meteorological icing and rotor icing [Go to Page]
- [Go to Page]
- L.1.4 Measurement methods
- L.1.5 Profile coefficients modification for ice
- Figure L.2 – Representative ice affected rotor area as defined by rotor icing height [Go to Page]
- L.2 Ice mass effects on wind turbine blades
- Figure L.3 – Iced airfoil lift and drag penalty factors [Go to Page]
- L.3 Cold climate design situations and load case [Go to Page]
- L.3.1 General
- L.3.2 Power production (DLC 1.1 to 1.6)
- L.3.3 Parked (standstill or idling) (DLC 6.1 to 6.5)
- L.3.4 Parked and fault conditions (DLC 7.1)
- L.4 Cold climate load calculations
- Table L.1 – Cold climate design load cases [Go to Page]
- L.5 Reference documents and bibliography
- Table L.2 – Blade ice mass and airfoil penalty factors used in different analysis types
- Annex M (informative) Medium wind turbines [Go to Page]
- M.1 Overview
- M.2 External conditions [Go to Page]
- M.2.1 General
- M.2.2 Wind shear
- M.3 Assembly, installation and erection
- M.4 Commissioning, operation and maintenance
- M.5 Documentation
- Bibliography [Go to Page]