Free Surface Effect (FSE) Stability Loss Calculator

Calculate free surface correction, loss of GM, corrected GM, and virtual rise of G caused by slack liquid tanks. Use either a known free surface moment or rectangular tank dimensions.

Method 1: Known Free Surface Moment

Usually taken from the vessel's tank or stability tables. Enter in tonne-meters (t·m).
For several slack tanks, enter the combined FSM. Individual tank FSM values are normally summed before calculating the free surface correction.

Vessel Stability Data

Current vessel displacement in metric tonnes.
GM before applying the free surface correction, in meters.
GM is the vessel's uncorrected initial metacentric height. The free surface correction is subtracted from this value.

Free Surface Effect Result

Stability Loss / Free Surface Correction
0.000
m
Loss of GM due to free surface
Total FSM
0 t·m
Original GM
0.000 m
Corrected GM
0.000 m
Virtual KG Rise
0.000 m
FSE Loss
0.00 cm
Remaining GM
0%
Method
FSM
Stability result
Free surface moment: 0 t·m
Vessel displacement: 0 t
Free surface correction: 0.000 m
Original GM: 0.000 m
Corrected GM: 0.000 m

What is free surface effect?

Free surface effect occurs when liquid in a partially filled, or slack, tank moves as the vessel heels. The shifting liquid produces a virtual rise in the vessel's center of gravity and reduces effective GM. :contentReference[oaicite:0]{index=0}

Free Surface Effect Formula

When the free surface moment is already known from tank tables:

$$FSC = \frac{\sum FSM}{\Delta}$$

$$GM_{corrected} = GM - FSC$$

The correction is in meters when FSM is in tonne-meters and displacement is in tonnes. :contentReference[oaicite:1]{index=1}

How do you calculate free surface moment for a rectangular tank?

For a simple rectangular free surface:

$$I = \frac{L B^3}{12}$$

$$FSM = \rho I$$

$$FSM = \rho \frac{L B^3}{12}$$

L is the length of the free surface, B is its breadth, and ρ is liquid density in tonnes per cubic meter. The breadth is cubed, so tank breadth has a particularly strong effect on free surface moment. :contentReference[oaicite:2]{index=2}

Free Surface Effect Example

Suppose a vessel has a free surface moment of 1,250 t·m, displacement of 25,000 tonnes, and an original GM of 1.10 m.

$$FSC = \frac{1250}{25000} = 0.05\ m$$

$$GM_{corrected} = 1.10 - 0.05 = 1.05\ m$$

The free surface therefore reduces GM by 0.05 m, leaving a corrected GM of 1.05 m. :contentReference[oaicite:3]{index=3}

How do multiple slack tanks affect stability?

The free surface moments of the relevant slack tanks are added:

$$FSM_{total} = FSM_1 + FSM_2 + FSM_3 + \cdots$$

$$FSC = \frac{FSM_{total}}{\Delta}$$

This is why ballast, fuel, freshwater, and other partially filled tanks need to be considered in the relevant loading condition. :contentReference[oaicite:4]{index=4}

How does free surface effect change KG?

The correction can also be represented as a virtual rise in the vessel's center of gravity:

$$KG_{corrected} = KG + FSC$$

The corrected KG then produces the same reduction in GM:

$$GM_{corrected} = KM - KG_{corrected}$$

Why are wide tanks more affected by free surface effect?

For a rectangular tank, FSM contains B³. This means that increasing tank breadth has a much larger effect than making the tank slightly longer. Longitudinal subdivisions can substantially reduce the free-surface moment because they reduce the breadth of each individual free surface. :contentReference[oaicite:5]{index=5}

Does a full tank have free surface effect?

A tank that is completely pressed up and has no free surface normally does not receive the same free-surface correction. The important condition is a liquid surface that can shift as the vessel heels. :contentReference[oaicite:6]{index=6}

FSE Stability Loss Chart

For a vessel with 25,000 tonnes displacement, the table below shows how different total FSM values change GM.

Total FSM GM Loss Original GM 1.50 m Corrected GM
500 t·m 0.020 m 1.500 m 1.480 m
1,000 t·m 0.040 m 1.500 m 1.460 m
1,500 t·m 0.060 m 1.500 m 1.440 m
2,000 t·m 0.080 m 1.500 m 1.420 m
2,500 t·m 0.100 m 1.500 m 1.400 m
5,000 t·m 0.200 m 1.500 m 1.300 m

What is free surface correction?

Free surface correction (FSC) is the amount that must be deducted from uncorrected GM to account for the stability loss caused by free liquid surfaces.

$$FSC = \frac{\sum FSM}{\Delta}$$

What happens if corrected GM becomes very small?

As free surface correction increases, effective GM decreases. A sufficiently large correction can materially reduce the vessel's stability margin. Stability limits should therefore be assessed using the vessel's approved stability information and applicable requirements rather than a generic calculator alone. :contentReference[oaicite:7]{index=7}

Free Surface Effect FAQ

What is the formula for free surface effect?

The usual correction is FSC = ΣFSM ÷ displacement, and corrected GM = original GM − FSC.

What is FSM in ship stability?

FSM is free surface moment. It represents the moment generated by the transverse movement of liquid on a slack tank's free surface.

Does free surface effect reduce GM?

Yes. The free surface correction is subtracted from the uncorrected GM.

Does free surface effect increase KG?

It can be represented as a virtual rise of KG by the amount of the free surface correction.

Which tanks cause free surface effect?

Slack liquid tanks with a movable free surface are the primary concern. Relevant fuel, ballast, freshwater, and service tanks should be considered for the loading condition being assessed.

How do you calculate free surface moment?

For a rectangular free surface, FSM = ρLB³/12. For actual vessel tanks, FSM is normally obtained from tank tables or hydrostatic stability data.

Important: This calculator is for preliminary calculation and education. Actual vessel stability assessment should use the vessel's approved stability booklet, tank tables, loading computer, applicable class and regulatory requirements, and the correct loading condition. Do not use an estimated tank geometry value in place of approved stability data for an operational safety decision.