Belwind 1
- Water depth
- 21.0 m
- Seabed
- 89% Sand (11km²), 11% Mud (1km²)
- CPT / borehole
- Not supplied
- Turbine
- VestasV90-3.0
- Sea area
- North Sea
- Capacity
- 165 MW
Select the learning location and generic vessel properties, then use the catalogue interpretation or build a custom Pensieve-compatible soil model. Every generated realization remains synthetic, not site investigation data.
Mobile sandbank morphology means seabed level can fluctuate over the turbine lifetime, affecting scour and cable burial assessments. Regional synthesis; not a site investigation.
Set the working air gap. Cable bearings and location offsets are generated for this site, with at least 90° between the two cables. The solver keeps both preload stages afloat and places the crane axis through the largest cable-free sector.
The baseline layers define one LPA. At initialization, each leg receives a bounded, spatially correlated realization of these same layers.
A flat virgin seabed cannot also have a prior footprint. Previous penetrations, slope or scour make a slide more likely and can raise RPD. They do not mean a slide has already happened. Harder soil raises RPD slowly as the legs go in. If this seed draws a slide, RPD jumps and that leg’s RAG colour worsens. The single LPA calculated before the run does not change.