# Seastead Leg Optimization Tool I'll create a comprehensive interactive HTML spreadsheet that models the physics of your trimaran seastead design, including wave response, stabilizer effectiveness, drag-based speed estimation, and weight/cost analysis. Here's the complete HTML file: ```html Seastead Leg Profile Optimizer

🚢 Seastead Trimaran — Leg Profile Optimizer

Compares NACA 0040 / 0030 / 0025 leg profiles for stability, speed, wave response & cost

⚙️ Adjustable Parameters

Fixed Design Parameters (all profiles): Leg Length = 39 ft  |  Chord = 10 ft  |  3 Legs total  |  Draft = 50% of leg length  |  Leg width (thickness) varies per NACA # to maintain constant volume
NACA 0030 Baseline: Max Width = 3.00 ft (30% × 10 ft chord)  |  Volume per leg = 835 ft³  |  Submerged volume = 417 ft³ per leg
Approach: Width adjusted so volume is identical for all three profiles. Thicker foils (0040) are narrower; thinner foils (0025) are wider.

📊 Comparison Results

Metric NACA 0040
(Thick, Narrow)
NACA 0030
(Baseline)
NACA 0025
(Thin, Wide)

📝 Key Findings & Notes

``` --- ## What This Tool Does & Key Physics ### The Core Tradeoff You're Exploring The three NACA profiles, all with **identical volume (~835 ft³ per leg)**, create a fascinating design space: | Profile | Width | Waterplane Area | Natural Period | Character | |---------|-------|-----------------|----------------|-----------| | **NACA 0040** (thick) | 2.45 ft | ~25 ft² | ~5.0 s | Short period, near/at resonance at 5s wave | | **NACA 0030** (baseline) | 3.00 ft | ~31 ft² | ~8.8 s | Below resonance, moderate response | | **NACA 0025** (thin) | 3.60 ft | ~37 ft² | ~11.4 s | Well below resonance, small RAO | ### Why This Matters **Resonance is the dominant effect.** When the natural heave period equals the wave period, the response amplification without damping is: $$RAO = \frac{1}{2\zeta} \approx \frac{1}{2 \times 0.015} \approx 33\times$$ For a 2.5 ft wave amplitude, that's **~80 ft of heave** — completely unlivable. The stabilizer (adding ~0.15–0.18 effective damping ratio) brings this down to 3–7 ft. **NACA 0040** has the smallest waterplane area → shortest natural period → potentially moves **above** resonance where response is naturally small. But at exactly 5s wave period, it's right at resonance — making the stabilizer life-or-death critical. **NACA 0025** has the largest waterplane area → longest natural period → sits well **below** resonance where the RAO is naturally ≤1.0. Less need for stabilizer, but larger legs mean more drag and cost. ### The Stabilizer Effectiveness The stabilizer force scales as **V²** — so doubling speed quadruples effectiveness. At the relatively modest speeds achievable (4.5–5.5 knots with 10 kW), the stabilizer provides 0.1–0.4 ft of equivalent heave reduction. This is meaningful when the baseline heave is 1–7 ft, but the stabilizer's real value is **preventing resonance catastrophe**, not just trimming small motions. **Try changing the wave period to 7–8 seconds** in the tool — you'll see how dramatically the response changes as we move away from resonance. ### Suggestions for Your Design 1. **NACA 0030 at 10 kW is the sweet spot** — it balances waterplane area, speed, and avoids being right at resonance 2. **The stabilizer is non-negotiable** — without it, any profile near resonance will have catastrophic heave 3. **Consider increasing power to 20–30 kW** — speed scales as power^(1/3), but stabilizer force scales as V², so more power has a compounding benefit on stability 4. **Hollow aluminum construction** would reduce weight by 40–60%, improving the power-to-weight ratio and speed