Dynamic Cable Design & Configuration Optimization
Celtic Sea Floating Offshore Wind – Dynamic Cable Design & Configuration Optimization
Executive Summary
This study establishes the system closure layer of Morie Analytics by transforming system behavior into optimized dynamic cable configurations.
Building on upstream modules, the workflow integrates bathymetry, mooring offsets, and hydrodynamic response to design constraint-compliant dynamic cables.
The result is a constraint-driven optimization framework producing deployable cable designs.
This module represents the final stage where system behavior is translated into infrastructure design.
Site intelligence → Layout generation → Soil reconstruction → Mooring physics → Anchor verification → Cable optimization
Project Scope
- Cable configuration modeling
- Mooring offset integration
- Hydrodynamic motion input
- Constraint-based optimization
- Geometry and performance evaluation
This study converts system behavior into optimized cable design.
Engineering Context
Dynamic cables must accommodate:
- Floater motion
- Cyclic loading
- Seabed interaction
- Strict mechanical constraints
Cable design is a constraint-dominated problem, balancing:
- Geometry
- Curvature
- Tension
- Seabed contact
This workflow ensures cable design reflects true system response, not assumptions.
Inputs and Data Sources
This study builds directly on upstream Morie Analytics outputs:
From morie_site
- Bathymetry grid
- Seabed conditions
From morie_layout
- Floater geometry
- Fairlead position
From morie_mooring
- Platform offset
Additional Inputs
- YAML configuration
- RAFT motion response
- Cable properties and constraints
This provides the boundary conditions for cable design optimization.
Technical Architecture
The workflow is implemented in Python using:
numpy,scipy→ numerical operationsmatplotlib→ visualizationfamodel→ system definition and data handlingRAFT→ hydrodynamic response inputCableDesign→ dynamic cable modeling and optimization
Core modules:
- system initialization → project and platform extraction
- bathymetry sampling → local water depth evaluation
- geometry definition → fairlead position and span setup
- motion integration → offset and dynamic amplitude computation
- design parametrization → variables, bounds, and constraints definition
- cable model → multi-segment configuration representation
- constraint evaluation → tension, curvature, sag, and touchdown checks
- optimization engine → iterative design convergence
System Flow
Bathymetry → Motion → Cable Geometry → Constraint Evaluation → Optimization
The architecture ensures consistent coupling between system behavior and cable design.
Processing Workflow
- Load configuration
- Extract bathymetry
- Define fairlead geometry
- Compute mooring offset
- Extract motion response
- Define cable model
- Apply constraints
- Run optimization
- Evaluate final configuration
This converts system response into optimized cable design.
Cable System Definition
The cable is modeled as a multi-segment system connecting:
- Seabed touchdown point or range
- Suspended buoyant sections
- Floater fairlead
Fairlead position:
rBFair = [rFair, 0, zFair]
Figure 1 – Initial cable configuration.
Mooring-Derived Offset
The floater offset is computed as:
offset = max( sqrt(dx² + dy²) )
Engineering Interpretation
- Defines quasi-static excursion
- Sets horizontal boundary condition
- Directly influences cable span and touchdown
Hydrodynamic Motion (RAFT)
Dynamic motion is defined as:
x_ampl = sqrt(surge_max² + sway_max²)
Engineering Interpretation
- Captures wave-induced motion
- Defines oscillatory loading
- Expands cable excursion envelope
Cable Design Model
The cable system accounts for:
- Self-weight (marine growth)
- Buoyancy modules
- Seabed interaction
- Dynamic boundary conditions
Engineering Interpretation
Cable behavior is governed by:
- Geometry
- Motion envelope
- Constraint limits
Optimization Problem
Design Variables
- Segment lengths
- Buoyancy distribution
- Lay lengths
Constraints
- Minimum lay length
- Maximum sag and hog heights
- Curvature limits
- Tension safety factors
- Touchdown range limits
Objective
- Minimize cost
- Satisfy all constraints
Optimization Convergence
Figure 2 – Optimization convergence.
Engineering Interpretation
The optimization balances:
- Feasibility (constraint satisfaction)
- Efficiency (cost reduction)
Optimized Configuration
Figure 3 – Optimized cable configuration.
Outputs Generated
- Optimized cable geometry
- Constraint verification
- Tension and curvature profiles
- Sag, hog and touchdown positions
- Optimization history
Engineering Applications
The outputs support:
- Dynamic cable design
- Constraint-driven optimization
- System-level coupling
- Early-stage engineering decisions
This enables:
System Response → Cable Design → Constraint Verification
Relationship to Other Morie Study Cases
This study is the system closure layer of the Morie Analytics workflow.
Receives from
- morie_site → bathymetry context
- morie_layout → geometry and topology
- morie_mooring → static and dynamic offsets
- morie_anchor → validated system constraints
Completes
The cable branch of the system workflow.
It provides the final transition from system behavior to deployable infrastructure design.
Why It Matters Commercially
Dynamic cables are among the most critical and costly components of floating wind systems.
- Reduces overdesign
- Ensures constraint compliance
- Balances cost and reliability
- Supports early-stage decision making
This is where:
- System behavior meets infrastructure design
- Constraints define feasibility
- Final design decisions are made
Aspects to Improve
- Fatigue analysis
- Probabilistic motion
- Multi-cable interaction
- Touchdown abrasion mitigation
Design Philosophy
This study reflects the Morie Analytics approach:
- Physics-informed
- Modular
- Traceable
- Engineering-focused
- Scalable
How to Run
- Place datasets in
celtic_sea_share/ -
Install dependencies:
numpymatplotlibFAModelMoorPyRAFT
- Execute:
python morie_cable.py