ELEVITE
by CERB
RUN CONTEXT
Site / selected OWFBelwind 151.66990° N · 2.80241° E · avg. depth 21.0 m
Vessel nicknameCERBERUS152.0 × 58.0 m
Machinery modelElectric rack & pinion3 chords · 8 pinion drives per chord · 3,000 t / 100 m crane
Canonical fleet44 reference jack-ups42 vessels · 2 barges · 37 ≥1,000 t
ScenarioOWF-BELWIND-1-LPAHomogeneity 66% · synthetic soil
SCENARIO DEFINITION · GEOLOCATED OWF

Belwind 1 · seabed landing

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.

OWF LOCATION SELECTION · LEAFLET

Select the wind farm where you want to jack

100 geolocated farms
OWF with average water depth
PUBLIC-RECORD REGIONAL SYNTHESIS · LEARNING CONTEXT

Bligh Bank, Belgian North Sea: thick Holocene marine sand (medium to coarse) over Eocene (Tertiary) clay and sandy clay substrates. The sandbank is actively shaped by tidal currents with superimposed sand dunes.

Mobile sandbank morphology means seabed level can fluctuate over the turbine lifetime, affecting scour and cable burial assessments. Regional synthesis; not a site investigation.

01
OWF LEARNING RECORD

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
02
VESSEL PROFILE · ELEVITE

CERBERUS

Design class
NG-20000X
Legs
4 triangular truss legsNG-20000X type
Equipment
3 chords8 pinion drives per chord3,000 t / 100 m crane
System
Electric rack & pinion
Limits basis
NG-20000X22 limits from generic defaults
Operating draught
7.5 m
Leg reserve
60.2 m
03
SYNTHETIC SOIL REALIZATION

One LPA · four correlated responses

Seed
OWF-BELWIND-1-LPA
Difficulty
challenging
Homogeneity
66%
Corr. length
55 m
Bathymetry
flat
Rapid penetration
Supported · 1.4 m
OPERATIONAL JACKING PLAN · LOCATION-SPECIFIC

Set the approved run target

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.

RULESET PASS
Selected safe targetPreload afloat at 2.00 / 0.50 m draught · working air gap 10.0 mHeading 173.9°T · hull clearance 2.0 m
OPERATION DURATIONEstimate from the approved scenario inputsSimulation estimate only · add weather and operational contingency.
CUSTOM SOIL MODEL · PENSIEVE SCHEMA V1

Build the pre-operation soil interpretation

The baseline layers define one LPA. At initialization, each leg receives a bounded, spatially correlated realization of these same layers.

BATHYMETRY / SEABED CONTACT

Forecast local leg-to-seabed travel

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.

COMPATIBLE TRAINING CONDITIONS

CERBERUS · Electric rack & pinion