Anchoring Environmental Load Calculator
OCIMF method · Wind + Current + Wave-drift vs Holding Power · Planning estimate only
1 · Vessel
LBP 320 m · B 58 m · T 22 m · AT 1,740 m² · Typical HHP anchor 19.5 t
2 · Wind
3 · Current
4 · Waves
5 · Anchor · Seabed · Chain
Loads within holding power and brake capacity. Maintain anchor watch and re-check if weather deteriorates.
Load vs Capacity
Results
| Wind speed at 10 m | 17.21 m/s |
| CXw | 0.850 |
| Wind force | 28.6 t |
| Current K · mean Vc | 0.992 · 1.021 m/s |
| CXc | 0.0753 |
| Current force | 28.9 t |
| Wave drift | 12.0 t |
| Total static load | 69.4 t |
| Yaw factor | 2.00 |
| Total dynamic load | 138.8 t |
| Seabed factor | 8 |
| Anchor holding power | 156.0 t |
| Chain breaking load | 7308 kN |
| Brake holding capacity | 335.4 t |
Method
FXw = ½·CXw·ρa·Vw²·AT (ρa 1.28, Vw corrected to 10 m by 1/7 power law) · FXc = ½·CXc·ρw·Vc²·LBP·T (ρw 1025, Vc = mean current over draught, factor K) · wave drift F = (1/16)·ρ·g·Hs²·B·R(λ/LBP)·|cos θ| · holding power = anchor weight × seabed factor · yaw: 20° → ×2, 40° → ×3 · brake = 45% (stopper) / 80% of chain breaking load.
Source: OCIMF Estimating the Environmental Loads on Anchoring Systems (2010) · OCIMF Anchoring Systems and Procedures · IACS UR W18/A1.
Indicative planning estimate. Not a design tool. The Master's judgement, Class rules, OCIMF guidance and company SMS always take precedence. seawayman.com accepts no liability for decisions made using this estimate.
Seabed Factors
Holding power = anchor weight × factor
| Seabed | Stockless | HHP |
|---|---|---|
| Shingle / Sand | 3.5 | 8 |
| Rock with thin mud layer | 1.8 | 2.4 |
| Soft mud | 1.7 | 6 |
| Blue clay | 2.7 | 12 |
Source: OCIMF, based on UK Admiralty trial data.
OCIMF Reference Vessels
| Vessel | LBP m | T L/B m | AT L/B m² |
|---|---|---|---|
| Products Tanker 37,000 dwt | 175 | 10.8/6.8 | 675/760 |
| Aframax 113,000 dwt | 239 | 13.4/8.3 | 1,290/1,580 |
| VLCC 305,000 dwt | 320 | 22/9.8 | 1,740/2,460 |
| LNG 150,000 m³ Prismatic | 275 | 11.5/9.5 | 1,550/1,630 |
| LNG 210,000 m³ Prismatic | 302 | 12/9.6 | 1,586/1,706 |
| LNG 260,000 m³ Prismatic | 332 | 12/9.6 | 1,698/1,827 |