Scale Model Analysis — Trimaran Semi-Submersible Seastead

The following is an estimate of the motion behavior of the full-scale seastead based on the 1/10-scale model test video, plus a comparison to a typical 50 ft catamaran and 60 ft monohull in similar seas.

1. Froude Scaling Refresher

With a length scale ratio of λ = 10, the Froude-scaling relationships are:

QuantityScale FactorFull-scale multiplier
Length / wave heightλ× 10
Time / period√λ× 3.162
Velocity√λ× 3.162
Acceleration1× 1 (same g-level)
Frequency1/√λ÷ 3.162
Important: The video was not slowed down. That means the model motions appear about 3.16× faster than the full-scale equivalent would appear. The accelerations in g's, however, are identical between model and full scale (that is the beauty of Froude scaling).

2. Estimated Wave Heights in the Video

Using the model legs as a scale reference — each foam leg is 22.8 in (~1.9 ft) tall, with ~11.4 in submerged — the waves in the video appear to be passing roughly 2–4 in trough-to-crest for most of the run, with a few larger sets around 5–6 in. Periods look short, on the order of 0.7–1.0 s.

Model waveHeight (in)Height (ft)Period (s) Full-scale height (ft)Full-scale period (s)
Typical30.250.82.52.5
Larger sets50.421.04.23.2
Biggest seen60.501.15.03.5
Full-scale equivalent sea state: roughly 2.5–5 ft seas with 2.5–3.5 s periods. In the open ocean that corresponds to a short, steep wind-chop condition — somewhat worse (steeper) than what the full seastead would typically encounter at the same wave height, since real ocean waves of 3–5 ft usually have 5–8 s periods.

3. Observed Motions in the Model

From visual inspection of the video:

4. Estimated Accelerations

Accelerations are the same in g's at model and full scale. For a sinusoidal heave of amplitude a and period T:

amax = a · (2π/T)²

CaseHeave amp (model)Period (model) Peak heave accelIn g's
Typical chop0.5 in = 0.013 m0.8 s ≈ 0.8 m/s²≈ 0.08 g
Larger set1.0 in = 0.025 m1.0 s ≈ 1.0 m/s²≈ 0.10 g

Angular accelerations from ~2° pitch at ~1 s period work out to roughly 1.4 rad/s². At 40 ft forward of the center of pitch (full scale), that contributes about 0.6 m/s² ≈ 0.06 g of vertical motion at the bow.

Full-scale peak vertical accelerations in 3–5 ft short seas: roughly 0.08–0.15 g at the center, perhaps 0.15–0.25 g at the forward corners.

5. Comparison to a 50 ft Catamaran and 60 ft Monohull

In the same 3–5 ft short-period seas:

Vessel Typical heave RAO Typical peak vertical accel Peak pitch Ride character
80-ft seastead (this design) ≈ 0.15–0.25 0.1–0.2 g 1–3° Platform-like; motions decoupled from waves; slow, long-period rocking
50-ft catamaran ≈ 0.6–0.9 0.3–0.5 g (plus slam spikes of 0.7–1.0 g) 3–6° Follows waves closely; sharp, jerky pitching; bridgedeck slam possible
60-ft monohull ≈ 0.7–1.0 0.2–0.4 g 5–10° Rides waves up and down; larger roll than cat; softer than cat in a chop but more heel

In short: The seastead is projected to have roughly ⅓ to ½ the peak acceleration of a catamaran the same overall length, and it should largely ignore short wind-chop that makes a monohull roll and a cat hobby-horse. Its natural heave period (with three NACA 0030 legs, 10 ft chord × 3 ft, half-submerged) will be long — probably 8–12 s — putting it above almost all wind-sea energy and only responding meaningfully to long swell.

6. What the Video Confirms Qualitatively

7. Expected Improvement With Stabilizers Added

Horizontal fins of the size described (10 ft span × 1 ft chord, one per leg, three total → ~30 ft² of lifting surface) moving vertically at even 0.2 m/s provide enough damping force to significantly reduce the residual heave and pitch oscillations seen in the video. Expect:

8. Summary

Estimates assume visual readings from the video are accurate to roughly ±30%. Quantitative refinement would come from on-board IMU logging of the model and, ideally, a known wave gauge in the test basin.