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IMPORTANCE OF FOUNDATION DESIGN
• HIGH COST OF THE FOUNDATION ( NEARLY 25%-35% OF OVERALL COST )
• NATURAL FREQUENCIES OF THESE STRUCTURES ARE VERY CLOSE TO THE
FORCING FREQUENCIES OF THE WIND, WAVE, ROTOR FREQUENCY AND BLADE
SHADOW FREQUENCY.
FOUNDATION DIFFERENCES
OIL & GAS PLATFORM VS WIND
TURBINES
RELATIVELY STIFF RELATIVELY FLEXIBLE
STRUCTURAL DYNAMICS NOT CRITICAL STRUCTURAL DYNAMICS VERY
CRITICAL
WAVE LOAD DOMINANT WAVE AND WIND LOAD BOTH
IMPORTANT
STRAIGHT FORWARD RELATION FORCE-RESPONSE COMPLEX, UNCORRELATED
LOADING
‘PROTOTYPE’ GENERALLY LARGE NUMBERS
DESIGN CRITERIA & CONSIDERATIONS
• LOADS: MAGNITUDE OF THE PERMANENT LOAD OF THE PLATFORM
WIND / WAVE / CURRENT
RATIO VERTICAL / HORIZONTAL LOADS
QUASI STATIC / CYCLIC
• WATER DEPTH
• SEA FLOOR
SOIL TYPE
CURRENT -> SCOURING
• FABRICATION, TRANSPORTATION & INSTALLATION
AVAILABLE CONSTRUCTION SITES / EQUIPMENT
GRAVITY FOUNDATIONS
• LOADING SITUATION VERY DIFFERENT FROM PILED FOUNDATION
• SUBSTANTIAL VERTICAL LOADING REQUIRED ( STABILITY)
• GENERALLY IMPRACTICAL SUPPORT STRUCTURE FOR WIND
TURBINES IN RELATIVELY SHALLOW WATER
PILED FOUNDATIONS
• FLEXIBILITY / ADAPTABILITY :
SOIL CONDITIONS
WATER DEPTH
SCOUR
DIAMETER AND WALL THICKNESS
TENSION & COMPRESSION
PENETRATION AND NUMBER
TRACK RECORD / EXPERIENCE
DIFFERENT INSTALLATION METHODS
CHOICE OF FOUNDATION TYPE
• LOADS WIND / WAVE / CURRENT
HORIZONTAL AND VERTICAL
QUASI STATIC / CYCLIC
• WATER DEPTH
• SOIL CONDITIONS
• STORAGE REQUIREMENTS
• TRANSPORTATION / INSTALLATION EQUIPMENT REQUIREMENTS
• AVAILABLE CONSTRUCTION SITES / EQUIPMENT
• ECONOMICS
THINK ABOUT ????????
CURRENT & FUTURE PROTOTYPES
• CURRENT FOUNDATION TYPES
INCLUDES FOUNDATIONS CURRENTLY AVAILABLE TO OFFSHORE WIND
DEVELOPERS
• FUTURE PROTOTYPES
INCLUDES FLOATING AND DEEPWATER CONCEPTS
FOUNDATIONS USED ON UTILITY-SCALE
OFFSHORE WIND PROJECTS TODAY:
•Mono pile
•Gravity foundation
•Tripod foundation
FLOATING CONCEPTS:
WHILE SEVERAL FLOATING OFFSHORE WIND CONCEPTS EXIST, TWO DESIGNS ARE
THE BEST KNOWN:
• HYWIND
• WINDFLOAT
HYWIND WINDFLOAT
ANALYSIS TO BE DONE :
Preliminary
Sizing
Stability
Load Case
Structural
Design
DESIGN LOAD CASES:
• POWER PRODUCTION FAULT
• PARKED FAULT
• ADDITIONAL CASES
• ULTIMATE STRENGTH LOAD CONVERGENCE
• FATIGUE LOAD CONVERGENCE
DESIGN IN SHORT
THANK YOU

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Importance of Foundation Design for Wind Turbines

  • 1. IMPORTANCE OF FOUNDATION DESIGN • HIGH COST OF THE FOUNDATION ( NEARLY 25%-35% OF OVERALL COST ) • NATURAL FREQUENCIES OF THESE STRUCTURES ARE VERY CLOSE TO THE FORCING FREQUENCIES OF THE WIND, WAVE, ROTOR FREQUENCY AND BLADE SHADOW FREQUENCY.
  • 2. FOUNDATION DIFFERENCES OIL & GAS PLATFORM VS WIND TURBINES RELATIVELY STIFF RELATIVELY FLEXIBLE STRUCTURAL DYNAMICS NOT CRITICAL STRUCTURAL DYNAMICS VERY CRITICAL WAVE LOAD DOMINANT WAVE AND WIND LOAD BOTH IMPORTANT STRAIGHT FORWARD RELATION FORCE-RESPONSE COMPLEX, UNCORRELATED LOADING ‘PROTOTYPE’ GENERALLY LARGE NUMBERS
  • 3. DESIGN CRITERIA & CONSIDERATIONS • LOADS: MAGNITUDE OF THE PERMANENT LOAD OF THE PLATFORM WIND / WAVE / CURRENT RATIO VERTICAL / HORIZONTAL LOADS QUASI STATIC / CYCLIC • WATER DEPTH • SEA FLOOR SOIL TYPE CURRENT -> SCOURING • FABRICATION, TRANSPORTATION & INSTALLATION AVAILABLE CONSTRUCTION SITES / EQUIPMENT
  • 4. GRAVITY FOUNDATIONS • LOADING SITUATION VERY DIFFERENT FROM PILED FOUNDATION • SUBSTANTIAL VERTICAL LOADING REQUIRED ( STABILITY) • GENERALLY IMPRACTICAL SUPPORT STRUCTURE FOR WIND TURBINES IN RELATIVELY SHALLOW WATER
  • 5. PILED FOUNDATIONS • FLEXIBILITY / ADAPTABILITY : SOIL CONDITIONS WATER DEPTH SCOUR DIAMETER AND WALL THICKNESS TENSION & COMPRESSION PENETRATION AND NUMBER TRACK RECORD / EXPERIENCE DIFFERENT INSTALLATION METHODS
  • 6. CHOICE OF FOUNDATION TYPE • LOADS WIND / WAVE / CURRENT HORIZONTAL AND VERTICAL QUASI STATIC / CYCLIC • WATER DEPTH • SOIL CONDITIONS • STORAGE REQUIREMENTS • TRANSPORTATION / INSTALLATION EQUIPMENT REQUIREMENTS • AVAILABLE CONSTRUCTION SITES / EQUIPMENT • ECONOMICS
  • 8.
  • 9. CURRENT & FUTURE PROTOTYPES • CURRENT FOUNDATION TYPES INCLUDES FOUNDATIONS CURRENTLY AVAILABLE TO OFFSHORE WIND DEVELOPERS • FUTURE PROTOTYPES INCLUDES FLOATING AND DEEPWATER CONCEPTS
  • 10. FOUNDATIONS USED ON UTILITY-SCALE OFFSHORE WIND PROJECTS TODAY: •Mono pile •Gravity foundation •Tripod foundation
  • 11. FLOATING CONCEPTS: WHILE SEVERAL FLOATING OFFSHORE WIND CONCEPTS EXIST, TWO DESIGNS ARE THE BEST KNOWN: • HYWIND • WINDFLOAT
  • 13. ANALYSIS TO BE DONE : Preliminary Sizing Stability Load Case Structural Design
  • 14. DESIGN LOAD CASES: • POWER PRODUCTION FAULT • PARKED FAULT • ADDITIONAL CASES • ULTIMATE STRENGTH LOAD CONVERGENCE • FATIGUE LOAD CONVERGENCE