During extraction, upward force on the screw tends to lift the capstan. The friction between the capstan hub and the hex shaft may not be enough to overcome this, especially if marine growth or corrosion increases the friction coefficient. To ensure the capstan slides down rather than riding up:
A mechanical "one-way clutch" on the capstan is possible but adds significant cost and complexity. The slack-and-slide method is the most robust for a base system.
| Parameter | Prototype (1/2 Scale) | Full Scale | Scaling Ratio |
|---|---|---|---|
| Load per screw (lbs) | 1,000 | 8,000 | 8x |
| Helix diameter | 6 in | 12 in | 2x |
| Shaft length | 8 ft | 12 ft | 1.5x |
| Capstan diameter | 12 in | 24 in | 2x |
| Seastead thrust | 400 lbs | 2,000 lbs | 5x |
| Screw turns (7 ft embedment) | ~4.5 turns | ~4.5 turns | Same |
| Rope used per screw | ~90 ft | ~180 ft | 2x |
| Total rope (3 screws, shared) | ~300 ft | ~600 ft | 2x |
| Estimated unit weight (screw + capstan) | 100–140 lbs | 250–350 lbs | ~2.5x |
| Unit cost (3x, custom) | $800–$1,200 | $2,500–$4,000 | ~3x |
| Unit cost (30x batch) | $300–$500 | $800–$1,200 | ~2.5x |
| Install/remove time (3 screws, 2 crew) | 25–40 min | 35–60 min | ~1.5x |
The tension-leg mooring concept using a sliding capstan is mechanically sound and elegantly simple. It leverages the seastead's propulsion to drive screws without a motor, making it ideal for a low-cost base offering.
Key Takeaways:
The main operational consideration is managing the capstan's position during extraction via the slack-and-slide technique. With proper crew training, this is a minor trade-off for the system's simplicity and low cost.
Disclaimer: These calculations are estimates for design-phase planning. Marine engineering analysis, including geotechnical surveys of specific seabed conditions and structural finite element analysis (FEA) of the capstan and screw, should be performed before construction. Mooring screw holding capacity varies significantly with soil type, embedment depth, and installation technique. Consult a marine engineer for final specification.