Tri‑Leg Seastead – High‑Cube 45 ft Container Packing Design
The seastead’s living hull is a 7 ft high equilateral triangle whose side length is 41.3 ft. The roof (flat triangular deck) provides the primary mounting area for solar panels. The three vertical side walls each measure 41.3 ft × 7 ft and are currently uncovered.
We evaluate the extra weight, cost, and average electric power that would be gained by cladding the three side walls with photovoltaic modules, and we discuss whether the benefit justifies the investment.
| Surface | Dimensions | Area (ft²) |
|---|---|---|
| Roof (flat triangle) | Side = 41.3 ft | \(A_{roof}= \frac{\sqrt3}{4}\,41.3^2 \approx 739\) ft² |
| One side wall | 41.3 ft × 7 ft | \(A_{side}=289\) ft² |
| All three side walls | 3 × 289 ft² | \(A_{3sides}=867\) ft² |
These areas are the theoretical maximum that could be covered with panels. In practice a small margin (≈5 %) is left for mounting rails and edge clearance.
| Property | Rigid (Mono‑crystalline) | Flexible (Thin‑film) |
|---|---|---|
| Peak power density | ≈ 15 W / ft² | ≈ 12 W / ft² |
| Weight | ≈ 1.5 lb / ft² | ≈ 0.5 lb / ft² |
| Installed cost (incl. mounting) | ≈ $12 / ft² | ≈ $20 / ft² |
| Expected service life | ≥ 25 yr | ≥ 15 yr (higher degradation) |
Both types are marine‑rated; the flexible panels can conform to the slight curvature of the side walls, while rigid panels require a flat‑plate mounting frame.
Vertical surfaces receive less sunlight than a horizontal surface. For a location at ≈ 25° N latitude (typical ocean‑platform deployment) the yearly‑averaged ratio of vertical to horizontal irradiance is about 0.40 (40 %). The three walls are oriented 120° apart, so on average each wall gets roughly one‑third of the direct‑sun period, while diffuse light is incident on all three all day. The 0.40 factor already blends both effects.
Ocean albedo (reflectivity) adds a modest boost. At low sun angles the sea can reflect 10–30 % of the incident flux onto vertical faces; we adopt a +10 % multiplier as a conservative mid‑range estimate.
| Panel type | Effective peak power density | Average power density (CF = 0.30) | Total average power | Annual energy |
|---|---|---|---|---|
| Rigid | \(0.40\times 15\text{ W/ft}^2 = 6.0\text{ W/ft}^2\) | \(6.0 \times 0.30 = 1.8\text{ W/ft}^2\) | \(867\text{ ft}^2 \times 1.8 = 1.56\text{ kW}\) | \(1.56\text{ kW}\times24\text{ h}\times365 ≈ 13.7\text{ MWh}\) |
| Flexible | \(0.40\times 12\text{ W/ft}^2 = 4.8\text{ W/ft}^2\) | \(4.8 \times 0.30 = 1.44\text{ W/ft}^2\) | \(867\text{ ft}^2 \times 1.44 = 1.25\text{ kW}\) | \(1.25\text{ kW}\times24\text{ h}\times365 ≈ 10.9\text{ MWh}\) |
Including the +10 % ocean‑albedo boost raises the average side‑wall power to ≈ 1.71 kW (rigid) and ≈ 1.37 kW (flexible), giving ≈ 14.9 MWh and ≈ 12.0 MWh per year, respectively.
| Panel type | Weight added (lb) | Cost added (USD) |
|---|---|---|
| Rigid (1.5 lb/ft²) | \(867 \times 1.5 ≈ 1{,}300\) lb | \(867 \times \$12 ≈ \$10{,}400\) |
| Flexible (0.5 lb/ft²) | \(867 \times 0.5 ≈ 434\) lb | \(867 \times \$20 ≈ \$17{,}300\) |
Both options are well within the 62 000 lb container‑weight limit (≈ 2 % of the limit for rigid, ≈ 0.7 % for flexible). The added mass may require a slight adjustment of ballast distribution, but it does not exceed structural limits.
| Metric | Rigid panels | Flexible panels |
|---|---|---|
| Additional area | 867 ft² | 867 ft² |
| Extra average power | ≈ 1.6 kW (≈ 1.7 kW with albedo) | ≈ 1.25 kW (≈ 1.37 kW with albedo) |
| Extra annual energy | ≈ 14 MWh | ≈ 12 MWh |
| Extra weight | ≈ 1 300 lb | ≈ 434 lb |
| Extra cost (installed) | ≈ \$10 400 | ≈ \$17 300 |
| Cost per extra watt (≈ USD/W) | \(\frac{10 400}{1 600}≈\$6.5\)/W | \(\frac{17 300}{1 250}≈\$13.8\)/W |
Overall, adding solar to the three side walls appears worthwhile if the budget allows the upfront cost and the modest weight increase is acceptable. The rigid‑panel option provides the best cost‑per‑watt, while the flexible‑panel option is preferable when minimizing structural weight or simplifying mounting is a higher priority.