IEC 61400-22:2023 Annex D – Offshore Wind Decommissioning Reef Conversion Protocol
IEC 61400-22:2023 Annex D is a normative technical protocol within the International Electrotechnical Commission standard for wind turbine testing and certification, specifically providing engineering guidelines and procedural requirements for converting decommissioned offshore wind turbine foundations into artificial reef structures. It establishes criteria for ecological suitability, structural integrity, long-term stability, and regulatory compliance to ensure environmentally responsible repurposing rather than full removal. The annex supports circular economy objectives by enabling habitat enhancement while mitigating decommissioning costs and seabed disturbance.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Conversion of monopile foundations into fish aggregation habitats in North Sea waters
- ✓ Jacket structure reefing to enhance biodiversity in UK Celtic Sea lease areas
- ✓ Gravity base structure repurposing as nursery grounds for commercially important demersal species in Baltic Sea projects
📐 Key Formulas
Habitat Complexity Index (HCI)
HCI = Σ(A_i × C_i) / A_total
Quantifies surface topographic complexity of foundation structures; A_i is area of surface element i, C_i is its rugosity coefficient (0–1), and A_total is total submerged surface area.
Scour Stability Threshold (SST)
SST = (ρ_s − ρ_w) × g × D_{50}^3 / (ν × U_c)
Determines minimum sediment grain size (D_50) required to prevent excessive local scour around foundations under prevailing current velocity (U_c); ρ_s and ρ_w are sediment and water densities, g is gravitational acceleration, and ν is kinematic viscosity.
Long-Term Corrosion Allowance (LCA)
LCA = CR × t × SF
Calculates required wall thickness reserve for steel foundations; CR is site-specific corrosion rate (mm/year), t is design service life (years), and SF is safety factor (typically 1.5–2.0).