# Active Stabilizer Analysis for Trimaran Seastead
Each leg is a NACA 0030 foil with 10 ft chord × 3 ft thickness. The cross-sectional area of a NACA 0030 is approximately:
A ≈ 0.684 × chord × thickness = 0.684 × 10 × 3 ≈ 20.5 ft²
Saltwater weighs ~64 lb/ft³, so:
Yes — if a stabilizer takes 6" off the crest and 6" off the trough, a 4-ft wave "feels like" a 3-ft wave. That is a real, meaningful comfort improvement (wave motion force scales strongly with amplitude).
Main stabilizer wing: 12 ft span × 1.5 ft chord = 18 ft² area, aspect ratio 8. With a balanced (pivoted) wing and elevator trim, practical max lift coefficient before stall ≈ 0.8 (conservative; stall limits useful AoA to ~8–10°).
Lift = ½ × ρ × V² × A × CL
With ρ = 1025 kg/m³ (seawater), A = 1.67 m², CL,max ≈ 0.8
Drag: using induced + profile drag, CD ≈ 0.04 at full lift for AR=8 foil.
To convert force to "inches of wave removed": a 1" change on one leg requires ~109 lbf. So inches removed = Force (lbf) / 109.
| Speed | V (m/s) | Max Lift (lbf) | Inches removed (one side) | Total inches (crest+trough) | Drag (lbf) | Power drag (W) |
|---|---|---|---|---|---|---|
| 4 kt | 2.06 | ~635 | 5.8" | ~11.7" | 32 | ~295 W |
| 5 kt | 2.57 | ~990 | 9.1" | ~18.2" | 50 | ~575 W |
| 6 kt | 3.09 | ~1,430 | 13.1" | ~26.2" | 72 | ~995 W |
| 7 kt | 3.60 | ~1,940 | 17.8" | ~35.6" | 97 | ~1,575 W |
| 8 kt | 4.12 | ~2,540 | 23.3" | ~46.6" | 127 | ~2,410 W |
Power is per stabilizer when actively canceling waves. Average power is typically 30–50% of peak since you only fight waves half the cycle — real consumption probably 0.15–1.0 kW per unit depending on sea state.
| Component | Notes | Est. Cost (USD) |
|---|---|---|
| Main wing (12 ft × 1.5 ft, welded aluminum, foam-filled NACA) | ~60 lb aluminum, CNC-cut ribs, welded skin | $900 |
| Fuselage body (6 ft) | Al tube with fairings | $350 |
| Elevator (2 ft × 6") | Small foil + hinge | $150 |
| Pivot shaft, bearings (marine-grade, sealed) | 316 SS shaft in Thordon/PEEK bearings | $500 |
| Elevator actuator (small linear, marine, ~100 lb) | Waterproof 12/24 V | $250 |
| Position encoder, IMU, wiring | $200 | |
| Control board + microcontroller | Custom PCB | $150 |
| Anodizing / anti-fouling coating | $200 | |
| Assembly / labor | China batch rate | $400 |
| NRE amortized (tooling ÷ 20) | $500 | |
| Subtotal per unit | $3,600 | |
| Locking mechanism (see §5) | $350 | |
| Total per stabilizer | ~$3,950 | |
| Per seastead (×3) | ~$11,850 |
With margin, shipping, installation and integration testing: ~$15–18k per seastead as an option.
Reasons it would sell well:
λ = (g × T²) / (2π) = (9.81 × 144) / 6.283 ≈ 225 m ≈ 738 ft
The seastead is a 70-ft-sided triangle. Front-to-back distance is the triangle's altitude: √(70² − 17.5²) ≈ 67.8 ft.
For a 12-ft wave (6-ft amplitude) with 738-ft wavelength, the surface slope at its steepest is:
slope_max = (2π × A) / λ = (6.283 × 6) / 738 ≈ 0.051 rad ≈ 2.9°
Over 67.8 ft: Δh = 67.8 × sin(2.9°) ≈ 3.4 ft between bow and stern.
Each stabilizer produces up to ~1,430 lbf at 6 kt. Used differentially (front down, back up, or vice versa), they can apply a pitch moment:
Moment arm ≈ 45 ft (front stab to back-stab midpoint). Moment ≈ 1,430 × 2 × 45 / 2 ≈ 32,000 ft·lbf (at 6 kt).
Restoring moment from hydrostatics in that 3.4-ft differential: front leg would be ~3.4 ft deeper ⇒ ~4,450 lbf extra buoyancy × ~45 ft ≈ 200,000 ft·lbf.
Yes, significantly. In beam seas:
In a beam sea I'd expect 30–50% roll reduction at 5+ knots, and near-total suppression of resonant roll at any speed.
Your reasoning is correct: the 25% chord pivot is only in force balance when water is flowing over the foil. When stationary and bobbing, the 75%/25% asymmetry of added mass means the wing will flap. A lock is needed.
This is simpler, more reliable, and cheaper than a full brake. It only needs to resist static torque; the elevator actuator still does the dynamic work.
| Part | Cost |
|---|---|
| Machined stainless disk with index holes | $80 |
| Marine solenoid pin actuator (fail-safe) | $120 |
| Housing, seals, mounting | $100 |
| Wiring, limit switch | $50 |
| Total | ~$350 |
With stabilizers locked flat, each one presents 18 ft² of horizontal area. For vertical motion, a heave plate adds drag force:
F = ½ × ρ × V² × A × CD, CD ≈ 4–6 for a flat plate in oscillating flow
Even at 0.5 m/s heave velocity: ~300–450 lbf per plate, × 3 = ~1,000+ lbf damping. This is a very meaningful passive contribution and a big selling point — "even with power off, you still get motion damping."
You're right that a simple "drag of stabilizer" overstates the cost. When waves bob the legs up and down, they generate "heave drag" — wave-making and form drag from oscillating displacement. A still, level hull makes less wavemaking drag.
Rough estimates (per seastead, all 3 stabilizers active, moderate 2-ft seas):
| Speed | Stabilizer active drag (all 3) | Savings from reduced heave | Net extra power |
|---|---|---|---|
| 4 kt | +0.9 kW | -0.3 kW | ~+0.6 kW |
| 5 kt | +1.7 kW | -0.6 kW | ~+1.1 kW |
| 6 kt | +3.0 kW | -1.0 kW | ~+2.0 kW |
| 7 kt | +4.7 kW | -1.6 kW | ~+3.1 kW |
| 8 kt | +7.2 kW | -2.4 kW | ~+4.8 kW |
The independent per-leg architecture is excellent: