Floating Offshore Wind Foundation Selection Matrix (TLP vs. SPAR vs. Semi)
The Floating Offshore Wind Foundation Selection Matrix is a structured decision-support framework used to compare and select among three primary floating foundation types—Tension-Leg Platform (TLP), SPAR, and Semi-submersible—based on site-specific environmental, geotechnical, logistical, and economic criteria. It integrates hydrodynamic performance, stability characteristics, mooring requirements, installation constraints, and levelized cost of energy (LCOE) considerations. The matrix enables engineers and developers to systematically evaluate trade-offs to identify the optimal foundation architecture for a given offshore wind project.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Pre-feasibility screening for lease area development
- ✓ Technology qualification under IEC 61400-3-2 standards
- ✓ Risk-informed LCOE modeling for financing and permitting
📐 Key Formulas
Natural Heave Period (TLP)
T_h = 2π √(m / (ρ_w g A_water + k_tendon))
Calculates the fundamental heave natural period of a TLP, where m is total mass, ρ_w is seawater density, g is gravitational acceleration, A_water is waterplane area, and k_tendon is effective tendon stiffness.
Metacentric Height (SPAR)
GM = KM − KG
Determines static stability margin, where KM is distance from keel to metacenter (function of hull geometry and displaced volume), and KG is distance from keel to center of gravity.
Pitch/Heave Coupling Ratio (Semi)
η = |RAO_pitch(ω)| / |RAO_heave(ω)| at ω ≈ ω_n_pitch
Quantifies sensitivity of turbine thrust loads to low-frequency pitch resonance, critical for fatigue life assessment and controller co-design.