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

GREEN – HOLDING WITH MARGIN

Loads within holding power and brake capacity. Maintain anchor watch and re-check if weather deteriorates.

Load vs Capacity

Dynamic load / anchor holding power89%
Static load / anchor holding power44%
Dynamic load / windlass brake41%

Results

Wind speed at 10 m17.21 m/s
CXw0.850
Wind force28.6 t
Current K · mean Vc0.992 · 1.021 m/s
CXc0.0753
Current force28.9 t
Wave drift12.0 t
Total static load69.4 t
Yaw factor2.00
Total dynamic load138.8 t
Seabed factor8
Anchor holding power156.0 t
Chain breaking load7308 kN
Brake holding capacity335.4 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

SeabedStocklessHHP
Shingle / Sand3.58
Rock with thin mud layer1.82.4
Soft mud1.76
Blue clay2.712

Source: OCIMF, based on UK Admiralty trial data.

OCIMF Reference Vessels

VesselLBP mT L/B mAT L/B m²
Products Tanker 37,000 dwt17510.8/6.8675/760
Aframax 113,000 dwt23913.4/8.31,290/1,580
VLCC 305,000 dwt32022/9.81,740/2,460
LNG 150,000 m³ Prismatic27511.5/9.51,550/1,630
LNG 210,000 m³ Prismatic30212/9.61,586/1,706
LNG 260,000 m³ Prismatic33212/9.61,698/1,827