```html Helical Mooring Screw Installation - Dinghy Method

Installing Helical Mooring Screws with a Dinghy + Lever

Rough engineering estimates for driving helical anchors into Caribbean sand bottom using a 10 hp outboard-powered dinghy circling the anchor with a lever arm.

Caveat: All numbers below are back-of-envelope estimates. Real soils vary greatly — loose carbonate sand vs. dense sand vs. sand-over-coral-hardpan can change torque requirements by 2–5×. Always start with the easiest site you can find and be ready to abandon a hole and try another spot.

1. Torque required

A widely used empirical relation for helical anchors is:

Capacity (lb) ≈ Kt × Torque (ft-lb), with Kt ≈ 10 for ~1" shafts

But for installation torque in medium-dense sand, typical installation torques are roughly:

HelixTypical install torque in Caribbean sand
6" single helix~150–300 ft-lb (call it ~250 ft-lb average)
12" single helix~800–1500 ft-lb (call it ~1200 ft-lb average)

Torque rises as the helix goes deeper because more of the shaft is in contact with soil and the surrounding sand gets more confined. The numbers above are representative of the final few feet of advance.

2. Force available from a 10 hp dinghy

A 10 hp outboard on a small RIB produces roughly 200–250 lb of static thrust (≈ 25 lb/hp is a reasonable rule of thumb at low speed). When pulling a rope tangent to a circle around the anchor, essentially all of that thrust becomes tangential force on the lever.

Torque delivered = Thrust × Lever length
With 225 lb thrust and a 10 ft lever: 225 × 10 = 2250 ft-lb

That is plenty for the 6" helix and adequate for the 12" helix, with some margin for the 12" case.

3. Advance per turn (pitch)

Single-helix screw anchors typically advance close to one pitch per revolution in sand. Common pitches:

4. Time estimate — circling the anchor

The dinghy circles at a radius ≈ lever length. Dragging against the reaction torque, realistic circling speed is maybe 2–3 knots (3–5 ft/s).

Case A — 6" helix, 7 ft deep, 10 ft lever

Case B — 12" helix, 11 ft deep, 10–15 ft lever

5. Summary table

ScenarioLeverTurnsDrive timeTotal realistic time
6" helix, 7 ft deep (prototype / half-scale)10 ft~28~8 min30–45 min
12" helix, 11 ft deep (full scale)15 ft~38~15 min60–90 min

6. Choosing the lever bar

Why the anchor end takes the most stress

The bar is loaded like a cantilever: full torque reaction at the anchor end, zero at the rope end. Bending moment is maximum at the anchor eye and falls linearly to zero at the rope attachment point. Ideally the bar should be tapered — thick near the anchor, thinner at the rope end.

Bending moment to resist

6" helix: ~250 ft-lb × 10 ft lever → peak moment ≈ 2500 ft-lb
12" helix: ~1200 ft-lb × 15 ft lever → peak moment ≈ 18,000 ft-lb

Needed section modulus (using A36 steel, allowable bending ~20 ksi):

Recommended bars

CaseSuggested barSection modulusApprox weight
6" helix / 10 ft leverSchedule 40 steel pipe, 2" nominal (2.375" OD)~1.06 in³~38 lb
6" helix / 10 ft lever (better)Schedule 80 pipe, 2.5" nominal~1.8 in³~75 lb
12" helix / 15 ft leverSchedule 80 pipe, 4" nominal (4.5" OD)~4.3 in³ — not enough alone~220 lb
12" helix / 15 ft lever (recommended)Schedule 80 pipe, 5" nominal, or 4" Sch 80 with a 3 ft reinforcing sleeve welded at the anchor end~8–12 in³ effective~290 lb (or ~250 lb with sleeve)

For the large case, the bar gets uncomfortably heavy. Two good options:

Off-the-shelf options

Pre-tapered bars in these sizes are not commonly stocked. What you can find off-the-shelf:

Fabrication is entirely reasonable: a local welder can build a stepped/sleeved steel bar with a forged eye or clevis on the anchor end and a padded loop on the rope end in a few hours. Budget $150–400 in materials.

7. Practical tips

8. Bottom line

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