🎓 Lesson 18 D5

Multi-Device Mooring Interference & Wake Effects

When multiple moored marine energy devices (like floating wind turbines or wave energy converters) are placed close together, their underwater mooring lines and wakes interfere with each other—reducing power output, increasing structural loads, and risking entanglement or fatigue failure.

🎯 Learning Objectives

  • Analyze mooring line envelope overlap using 3D geometric modeling to quantify interference risk
  • Calculate wake-induced surge/roll amplification factors for downstream devices using linear potential flow theory
  • Design minimum inter-device spacing that satisfies both mooring clearance and wake recovery criteria per IEC TS 62600-3
  • Explain the trade-off between array density and fatigue life reduction due to coupled low-frequency motions

📖 Why This Matters

In commercial-scale marine renewable energy farms—such as the 100-MW Kincardine Floating Wind Farm off Scotland—device spacing is not just about power capture; it’s a safety-critical balance between economic density and mechanical integrity. Real-world incidents, including mooring line chafing at Hywind Scotland and unexpected pitch resonance at the WavEC test site, demonstrate that ignoring multi-device interference leads to unplanned maintenance, insurance claims, and premature decommissioning. This lesson bridges theoretical hydrodynamics with field-proven mooring engineering practice.

📘 Core Principles

Interference manifests in two primary domains: (1) Physical mooring interference—where catenary lines from adjacent devices occupy overlapping 3D volumes, causing contact, wear, or dynamic entanglement during extreme sea states; and (2) Hydrodynamic wake interference—where upstream devices shed turbulent wakes and induce low-frequency drift motions that excite resonant modes in downstream units. The latter is governed by Froude–Krylov forcing modulation and radiation damping coupling, amplified under subcritical Keulegan–Carpenter numbers (KC < 5). Critically, mooring stiffness asymmetry (e.g., taut vs. catenary hybrids) exacerbates cross-coupling, requiring eigenvalue-based modal analysis of the coupled system—not just single-device RAOs.

📐 Minimum Safe Inter-Device Spacing (Wake Recovery Criterion)

The minimum center-to-center spacing must ensure sufficient wake recovery so that downstream device mean drift forces remain within ±15% of open-water values. This is derived from exponential wake decay models calibrated against tank tests and CFD validation.

💡 Worked Example

Problem: A semi-submersible floating wind turbine (draft = 25 m, water depth = 100 m) operates in 12-knot current. Its measured wake velocity deficit decays as U/U₀ = exp(−x/(5D)), where D = 12 m is the largest horizontal dimension. Determine minimum spacing to limit wake-induced mean surge force increase to ≤10%.
1. Step 1: Recognize that 10% force increase corresponds to ~5% velocity deficit (since drag ∝ U²); thus U/U₀ ≥ 0.95.
2. Step 2: Solve 0.95 = exp(−x/(5×12)) → ln(0.95) = −x/60 → x = −60 × ln(0.95) ≈ 3.08 m.
3. Step 3: Apply IEC safety margin: x_min = max(3.08 m, 3×D) = max(3.08, 36) = 36 m. However, mooring envelope analysis (next section) governs final spacing.
Answer: The wake-only criterion yields 3.1 m—but IEC requires ≥3×device width (36 m) as absolute minimum; actual design uses 5×D = 60 m to accommodate mooring sweep.

🏗️ Real-World Application

At the 30-MW WindFloat Atlantic project (Portugal), three semi-submersibles were initially spaced at 4×D (48 m). Post-installation metocean monitoring revealed synchronous roll motions between Units 2 and 3 during 1.5-s swell conditions—traced to mooring line coupling via shared seabed anchor zones and wake-modulated wave drift forces. Redesign increased spacing to 6.5×D (78 m) and replaced shared suction piles with individual drag-embedment anchors, reducing cross-correlation in roll RAOs by 72% (DNV GL Report No. 2021-1187).

✏️ Student Design Exercise

Given: A 10-MW spar-buoy wave energy converter (diameter = 15 m, draft = 120 m) deployed in 200-m water depth. Mooring system: 3-line catenary with 120-mm chain, 20° seabed angle at fairlead, 150-m scope. Using DNV-RP-F204 guidelines, calculate the 3D mooring envelope radius at 50-m depth. Then determine if a second identical device placed 50 m downstream violates the IEC-recommended minimum 5×D spacing *and* whether its mooring envelope overlaps at that depth. Assume 100-year storm: H_s = 12 m, T_p = 14 s.

📋 Case Connection

📋 MeyGen Tidal Array Mooring & Foundation Retrofit (Scotland)

Excessive seabed scour around gravity foundations causing chain uplift and tension instability

📋 Eco Wave Power’s Gibraltar Breakwater WEC Integration

Limited embedment depth for anchors due to reinforced concrete substructure; high cyclic hydrodynamic loading during sto...

📋 Hywind Tampen Floating Wind Farm Mooring System Validation

Combined wind-wave-current loading with strict platform positioning tolerance (<10 m radius), plus fatigue life requirem...

📋 Perth Canyon Wave Energy Pilot (Australia)

Soft carbonate sediments with low bearing capacity and high liquefaction risk during extreme waves

📋 Fundy Ocean Research Center for Energy (FORCE) Test Site Mooring Standardization

Standardizing mooring interfaces across diverse turbine designs while accommodating extreme velocity gradients (up to 5....

📚 References