# Quick Summary - **Displaced water:** 573.4 ft³ total → **~36,700 lb (≈16,650 kg)** in seawater (your structure's total mass must match this to float at ⅔ immersion) - **1/6 model:** 7.8″ dia × 48″ legs, 120″ triangle, **target weight ≈ 170 lb** - **Cables:** corner ties ≈ **154″** (cut ~162–168″), loop ≈ **536″** (cut ~552–564″) - **Waves:** 6″ / 10″ / 16″ model heights; use 2–3 s periods; need ≥ 8–10 ft depth for realistic (non-breaking) waves Save the following as `seastead_model.html`: ```html Seastead 1/6-Scale Model — Design & Test Plan

Seastead 1/6-Scale Model — Design & Test Plan

Triangular float · Froude scaling · Sandy Hill Bay, Anguilla field trials

1. Displaced Water Mass (Full Scale)

Each leg is a cylinder, D = 3.9 ft (r = 1.95 ft), 24 ft long, with 16 ft immersed. Displacement depends only on submerged volume, so the 45° angle does not change it:

Vleg = π r² Lsub = π × (1.95)² × 16 = 191.1 ft³

Vtotal = 3 × 191.1 = 573.4 ft³  (≈ 16.24 m³)

36,700 lb
Seawater @ 64.0 lb/ft³
(≈ 16,650 kg ≈ 1,141 slugs)
35,780 lb
Freshwater @ 62.4 lb/ft³
(≈ 16,240 kg)
573.4 ft³
Total displaced volume
(3 legs)
Design implication: to float with exactly ⅔ of each leg immersed, the complete structure (frame + legs + cables + payload) must weigh ≈ 36,700 lb in seawater.

2. Froude Scaling Laws (λ = 1/6)

QuantityScale factorValue
Lengthλ1/6 = 0.1667
Areaλ²1/36
Volume, mass, displacement, forceλ³1/216
Time, wave period√λ0.4082
Velocity, wave celerity√λ0.4082
Accelerationλ⁰1 (unchanged)
Wave steepness H/Lunchanged

3. 1/6-Scale Model Dimensions (inches)

ItemFull scale (in)Model (in)
Leg diameter46.87.8
Leg length28848
Draft (immersed length along leg)19232
Freeboard (along leg)9616
Frame height above waterline (vertical)67.911.3
Leg tip depth below waterline (vertical)135.822.6
Triangle frame side720120
Frame width, corner to corner831.4138.6
Footprint across leg tips1,238.7206.4
≈ 170 lb
Target total model weight
(36,698 ÷ 216 = 169.9 lb)
± 3 lb
Acceptable tolerance;
trim with ballast
Ballasting: build light, then add ballast low in each leg until the model floats level at 32 in of leg immersed. Weigh the whole assembly (legs + frame + cables + phone + mounts) on a bathroom scale before launch.

4. Cable Geometry (Top View)

corner A corner B corner C loop cable corner ties (6) legs ↓45°

The legs project 16.97 ft horizontally and 16.97 ft vertically (24 ft at 45°). Each leg tip sits 11.3 ft below the waterline, 51.6 ft from the frame center in plan.

5. Cable Lengths

CableCountStraight-line, full scaleScale length (in)Recommended cut length
Leg tip → adjacent corner6 77.1 ft154.1 in 162 – 168 in (13.5 – 14 ft)
Loop: tip → tip → tip1 268.2 ft536.4 in 552 – 564 in (46 – 47 ft)

6. Wave Simulation Targets

Wave heights (scale directly by 1/6)

Target full-scale HsModel wave height
3 ft6 in
5 ft10 in
8 ft16 in

Wave periods & wavelengths (deep water: L = 5.126 T², feet)

Full-scale periodModel period (×0.408)Model wavelengthDeep-water depth needed (≥ L/2)
4.9 s2.0 s20.5 ft≥ 10.3 ft
6.1 s2.5 s32.0 ft≥ 16.0 ft
7.4 s3.0 s46.1 ft≥ 23.1 ft
9.8 s4.0 s82.0 ft≥ 41 ft (not feasible in bay)
Practical recommendation: work with model periods of 2.0 – 2.5 s. These correspond to 4.9 – 6.1 s full-scale seas — shorter than typical ocean swell, but the only way to keep waves behaving "deep-water" in a small bay.

Water depth & placement in Sandy Hill Bay

7. Free Android Apps for Acceleration Logging

AppWhy it's usefulExport
phyphox (RWTH Aachen) Best scientific option. Selectable sample rate, absolute/linear acceleration, live view from a desktop browser over Wi-Fi during tests. CSV / Excel
Physics Toolbox Sensor Suite (Vieyra Software) Simple g-force meter and multi-sensor recorder; very easy for field volunteers. CSV via email/Drive
Sensor Logger Logs accelerometer + gyroscope + GPS together in the background; good for tagging each run's location and depth spot. CSV / ZIP
AndroSensor Reliable all-sensor CSV logger (works best on older Android versions). CSV

Field tips

8. Caveats & Reminders

``` ## Key derivations behind the numbers - **Displacement:** π × 1.95² × 16 = 191.1 ft³ per leg × 3 = **573.4 ft³**. The 45° angle doesn't matter — an inclined cylinder displaces purely by submerged axial length. At 64 lb/ft³ seawater: **36,700 lb**. - **Model weight:** 36,698 ÷ 6³ = **169.9 lb** → build to ~170 lb with ballast. - **Corner cables:** leg tip is 16.97 ft out and 16.97 ft down from its corner; straight-line distance to an adjacent corner works out to **77.1 ft** → 154 in at 1/6. - **Loop cable:** the three leg tips form a triangle scaled 1.49× larger than the frame (side 89.4 ft), perimeter **268 ft** → 536 in. - **Waves:** heights scale by 1/6 (**6/10/16 in**); periods by √6 (÷2.449). The depth constraint is the real limiter — prioritize the deepest water and shortest reasonable periods (2–2.5 s) over matching long ocean swell periods. Want me to add a run-log template page or a ballast calculation worksheet to the HTML?