If you're building a floating vessel, or just need to check if one is going to stay upright, you have to run through buoyant force, metacentric height, and reserve buoyancy all in one go—with your actual hull measurements. That's what this Buoyancy Flotation Metacentric Calculator is for. Plug in the fluid density, submerged volume, waterplane inertia, and locations for CG and CB, and you get numbers for buoyancy, GM, righting moment, draft, and freeboard. Ship design, marine salvage, offshore platforms—practically anywhere that a stability failure leads to something breaking or lives at risk—these calculations show you where things stand. Here you'll find the working formulas, a straight example calculation, stability background, and focused FAQ.
What is metacentric height?
Metacentric height, or GM, boils ship stability down to one practical number. Positive GM: the vessel rights itself after a tilt. Negative GM: you’re on your way to capsize.
Simple Explanation
If you've stood up in a canoe, you know what happens if your weight is high and the canoe is narrow—instability. If you keep your weight low and the canoe is wide, it's much harder to tip. Metacentric height is that principle for hulls: the higher the metacenter sits above the center of gravity, the more effort it takes to tip over. Too much GM, though, and the vessel will snap back so fast it starts rolling uncomfortably in waves. Absolute stability isn't always best for comfort or for the cargo.
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Table of Contents
How to Use This Calculator
- Pick your calculation mode—buoyant force, metacentric height, righting moment, draft, or freeboard.
- Enter what’s needed for that mode: fluid density, submerged volume, waterplane inertia, center of buoyancy, center of gravity, displacement, or hull depth as required.
- Check that all your inputs are positive and in the right units (kg/m³, m³, m⁴, m, tonnes).
- Click Calculate for the answers.
Simple Example
Mode: Calculate Buoyant Force
Fluid density: 1025 kg/m³ (seawater)
Submerged volume: 10 m³
Gravity: 9.81 m/s²
Result: Fb = 1025 × 10 × 9.81 = 100,552.5 N (100.55 kN)
Diagram
Buoyancy Flotation Metacentric Calculator
This calculator is intended for education, concept evaluation, and preliminary design. Results are based on the equations and assumptions described on this page, but cannot account for every real-world load case, tolerance, material property, environmental condition, installation detail, safety factor, code, or regulatory requirement. Verify all inputs, assumptions, units, and results independently before selecting components or using the result in a real application. Safety-critical, structural, medical, lifting, transportation, or regulated applications must be reviewed by a qualified engineer.
📹 Video Walkthrough — How to Use This Calculator
Buoyancy Flotation Metacentric Interactive Calculator
Visualize buoyant forces, metacentric height, and vessel stability in real-time. Adjust fluid density, submerged volume, and center of gravity to see how these critical parameters affect floating vessel stability and righting moments.
BUOYANT FORCE
120.7 kN
METACENTRIC HEIGHT
1.24 m
RIGHTING MOMENT
0 kN⋅m
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Equations
Use the formula below to calculate buoyant force.
Buoyant Force (Archimedes' Principle)
Fb = ρ × V × g
Fb = Buoyant force (N)
ρ = Fluid density (kg/m³)
V = Submerged volume (m³)
g = Gravitational acceleration (m/s²)
Use the formula below to calculate metacentric height.
Metacentric Height
GM = KM - KG = (KB + BM) - KG
BM = I / V
GM = Metacentric height (m)
KM = Height of metacenter above keel (m)
KG = Height of center of gravity above keel (m)
KB = Height of center of buoyancy above keel (m)
BM = Metacentric radius (m)
I = Second moment of waterplane area (m⁴)
V = Displaced volume (m³)
Use the formula below to calculate righting arm and righting moment.
Righting Arm and Moment
GZ = GM × sin(θ)
MR = Δ × GZ
GZ = Righting arm (m)
θ = Heel angle (radians)
MR = Righting moment (N·m)
Δ = Vessel displacement weight (N)
Use the formula below to calculate draft and freeboard.
Draft and Freeboard
T = V / Aw
F = D - T
T = Draft (m)
V = Displaced volume (m³)
Aw = Waterplane area (m²)
F = Freeboard (m)
D = Total hull depth (m)
Use the formula below to calculate tonnes per centimeter immersion.
Tonnes per Centimeter Immersion
TPC = (Aw × ρ) / 1000
TPC = Mass required to change draft by 1 cm (tonnes/cm)
Aw = Waterplane area (m²)
ρ = Fluid density (kg/m³)
Theory & Engineering Applications
Fundamental Principles of Flotation and Stability
Stability in ships mostly comes down to how buoyancy and the shift in underwater volume work together. Archimedes’ principle says a submerged object gets pushed up by the weight of fluid it displaces. So the vessel floats when the buoyant force equals the vessel weight (Fb = W = mg). Getting this balance isn’t usually the problem—real headaches start when stability is tested by off-center loading or rough seas, especially if the weight moves around or the vessel heels much.
For floating structures, GM is what you watch. Unlike something bolted to the ground, ships have to consider both where the center of gravity sits and where the center of buoyancy is—since hull shape decides the latter. The metacenter (M) is the point you reference lines of buoyant force as the vessel heels. If M sits above G, you get a righting moment. That moment is what makes the vessel return upright after a disturbance—at least for small angles.
The Non-Linear Nature of Large-Angle Stability
If you apply GZ = GM·sin(θ) for all heel angles, you'll get misleading answers. That formula is close enough for small angles, usually up to about 10–15 degrees. Beyond that, changes in waterplane area and hull get complicated: the center of buoyancy stops moving in a straight line, and the metacenter doesn’t stay put. To check stability at larger angles, you have to crunch the full hull shape at each step and plot out the GZ curve—nothing simple here, just lots of geometry and number crunching.
This matters because a vessel with a big initial GM might look stable for small heels, but still capsize in rough weather if the righting arm vanishes early or the GZ curve area is too small. That's why stability codes call out criteria for the area under the GZ curve, not just the peak GM—it’s about how much work the vessel can do to stay upright when tilted far from center.
Fluid Density Effects in Marine Environments
Switching from seawater (about 1025 kg/m³) to fresh water (about 1000 kg/m³) moves a vessel noticeably deeper in the water—roughly 2.5% of the draft. It sounds small, but it can push you over a load line limit or cause a touch-down in a shallow port. That’s why ships have separate markings and use a freshwater allowance formula—FWA = Δ/(40·TPC)—to figure out how much deeper they’ll sit in rivers or lakes. If you operate in tropical or polar regions, remember that seawater density can swing from around 1020 to 1028 kg/m³, thanks to salts and temperature. In tidal estuaries and river mouths, the effect can be even more abrupt, and you’ll need to watch for sudden changes in floating depth.
Practical Limitations of Metacentric Analysis
The metacentric method only works if the waterplane doesn’t change shape much as the vessel heels, and if the center of buoyancy moves more or less perpendicular to the main axis. Once you’re dealing with boats that have high sheer, camber, or oddball hull shapes—especially platforms with big columns or semi-submersibles—these assumptions break down. Sailing yachts with extreme beam-to-draft can see the metacenter move up and down as they heel; then the simple formulas don’t match the real forces. Semi-submersibles often need 3D calculations because the waterplane area changes so much as you ballast deeper.
Free surface effects—liquid sloshing in partly filled tanks—will also trip you up. Every partly filled tank acts like a sideways sliding weight, decreasing your effective GM by an amount i/V (where i is the tank’s free-surface inertia and V is ship volume). Big tanks or multiple partly full tanks can make a stable vessel far less so, and rules require you work out the “worst case” GM, including this effect. Most tankers use lots of narrow long tanks instead of wide ones just to keep free surface effects small.
Marine Engineering Applications Across Industries
Offshore oil rigs take stability to the limits. Transit drafts use the big pontoons at the surface to get a large GM and keep the platform upright during moves, even if motions are harsh. Once they reach the drill site, they ballast down—the pontoons go deep and GM drops, which lengthens the roll period and steadies the platform for work. The main job is to never let GM fall below minimum standards while transitioning between these two conditions.
Cargo loading on ships is another place where stability is always in flux. For example, container ships have to keep a very tight range for KG (vertical center of gravity)—sometimes less than 0.3 meters. As you load or unload, especially up high, you need to recalculate GM and trim after every change. Modern ships rely on computers to track loading and alert if GM, trim, or shear forces get out of line with limits.
Salvage engineers use buoyancy to lift or refloat vessels. Pumping air into sealed sections, strapping on inflatable bags or pontoons—all these add upwards force. But reaching neutral buoyancy is only half the story; you have to make sure any lifting doesn’t push the GM too low. Free surfaces from flooding or cargo shifted unpredictably make stability calculations tricky for salvage—and the possibility of capsizing right after refloating is very real unless you factor everything in.
Fully Worked Example: Stability Analysis of a Research Vessel
Here’s a real-world check on a typical coastal research vessel:
- Displacement: 187.3 tonnes
- Waterplane area: 96.4 m²
- Waterplane second moment of area: 6,847 m⁴
- Displaced volume: 182.73 m³ (in seawater at ρ = 1025 kg/m³)
- Center of buoyancy above keel (KB): 2.43 m
- Center of gravity above keel (KG): 3.87 m
- Total hull depth: 6.80 m
- Current draft: 3.95 m
Step 1: Calculate Metacentric Radius (BM)
BM = I/V = 6,847/182.73 = 37.47 m. Wide and shallow ships will show high BM values—it's all about form stability.
Step 2: Height of Metacenter Above Keel (KM)
KM = KB + BM = 2.43 + 37.47 = 39.90 m
Step 3: Metacentric Height (GM)
GM = KM - KG = 39.90 - 3.87 = 36.03 m. That’s a huge GM—typical for stiff catamaran research hulls.
Step 4: Righting Arm at 12° Heel Angle
Small angles: GZ ≈ GM × sin(θ)
12° = 0.2094 radians.
GZ = 36.03 × 0.2079 = 7.49 m
Step 5: Righting Moment at 12° Heel
Δ = 187.3 t × 1000 × 9.81 = 1,837,413 N
MR = Δ × GZ = 1,837,413 × 7.49 = 13,762,203 N·m = 13.76 MN·m
Step 6: Freeboard and Reserve Buoyancy
F = D - T = 6.80 - 3.95 = 2.85 m
Reserve buoyancy: 2.85 × 96.4 = 274.74 m³.
As percent: (2.85 / 6.80) × 100% = 41.9%
Step 7: Tonnes per Centimeter Immersion (TPC)
TPC = (96.4 × 1025) / 1000 = 98.81 t/cm. Adding 98.81 t raises the draft by 1 cm.
Step 8: Draft Change for Fresh Water Entry
FWA = Δ / (40 × TPC) = 187.3 / (40 × 98.81) = 0.0474 m = 4.74 cm. So switching to freshwater, draft increases by 4.74 cm at the same displacement.
Stability Assessment Conclusions:
This vessel’s GM, at 36.03 m, is high—maybe too high for good comfort. Stiff vessels like this will have short roll periods, often under 5 seconds, making for rough rides and trouble for delicate equipment. A designer may raise KG with high ballast or distribution changes to get roll periods into the 8–12 second range, which makes operation more manageable. Reserve buoyancy over 40% gives plenty of margin if things go wrong.
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Practical Applications
Scenario: Container Ship Loading Operation
Deck officers use this math at every port. For example, a ship in Rotterdam has 42,850 tonnes displacement and KG = 11.3m; stability manual lists KB = 6.7m, and waterplane moment of inertia is 2,847,000 m⁴ at this draft. Calculate BM = 2,847,000 / 41,805 = 68.12 m (volume = 42,850/1.025). GM is then (6.7 + 68.12) - 11.3 = 63.52 m. Add a deck cargo tier, KG rises by 0.83m: final GM = 62.69 m—well above the minimum. These checks, though done by computer on modern ships, are the difference between safe loading and big stability problems when ships go to sea.
Scenario: Offshore Platform Ballasting
Ballasting up or down in offshore rigs isn't about just floating—it's about keeping roll periods and stability in the safe zone. At transit draft (12.8m), a semi-sub has GM = 4.7m. Ballast down to 24.3m submerges pontoons, decreasing waterplane area from 3840m² to 487m², and moment of inertia from 487,000 to 28,300 m⁴. The GM falls to 0.73m—still safe, but roll period increases. This is done for comfort and equipment safety while drilling. Operators watch GM continuously as ballast is added—never drop below minimum allowed at any step during transition.
Scenario: Salvage Operation Planning
For vessel salvage, you often know the weights/buoyancies only approximately and have to account for free surfaces and cargo shifts. Example: a grounded vessel took on 4,200 tonnes of water in two holds, structurally sound. Pumping air in gives 4,117 m³ of buoyancy (1.021 kg/m³ seawater), for 41,234 kN of lift—enough to float it. But the free surface from sloshing water, plus unknown cargo movement, drops GM to as low as 0.08 m—unstable. Solution: fit four pontoons (850 kN each) at 8.7m outboard, lowering effective CG by 1.2m, raising GM to 0.34 m, safe for towing. These kinds of calculations are what prevent new accidents during salvage, especially as the vessel “breaks free” and suddenly floats again.
Frequently Asked Questions
▼ Why is high metacentric height (GM) not always desirable for ship stability?
▼ How does the free surface effect reduce stability and how is it calculated?
▼ What causes the center of buoyancy to shift when a vessel heels, and why does it matter?
▼ How do you account for density changes when a vessel moves between fresh water and seawater?
▼ What is the physical significance of the waterplane moment of inertia in stability calculations?
▼ Why does the metacentric method fail for large heel angles and what alternative methods exist?
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About the Author
Robbie Dickson — Chief Engineer & Founder, FIRGELLI Automations
Robbie Dickson brings over two decades of engineering expertise to FIRGELLI Automations. With a distinguished career at Rolls-Royce, BMW, and Ford, he has deep expertise in mechanical systems, actuator technology, and precision engineering.
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