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Library / Dimensional analysis and similarity / DIM-05

Dimensional analysis and similarity

Froude number

Ratio of the flow speed to the speed of a gravity wave.

Ref
DIM-05
Rev
v1
Field
Dimensional analysis and similarity
Result
Fr

Fr = U/√(gL) compares the flow speed with √(gL), the speed at which a long gravity wave travels in shallow water. In shallow open-channel flow take L as the hydraulic depth, the flow area divided by the free-surface width. Fr = 1 is critical flow; below 1 the flow is subcritical (slow and deep, and disturbances can travel upstream), and above 1 it is supercritical (fast and shallow, and a hydraulic jump can form). A model of a ship, spillway or river reproduces the gravity effects of the prototype when it has the same Froude number.

Ratio of the flow speed to the speed of a gravity wave. It governs flows with a free surface, such as open channels, ship hulls and spillways, and Fr = 1 marks critical flow.

Calculator

Solve for
m/s
0.0150
m/s²
130
m
0.01100
  • Gravity-wave speed, √(gL)3.132 m/s
  • Fr²0.9174
  • Speed at which Fr = 1 (critical)3.132 m/s
  • Model speed at the same Fr for a 1:25 scale model0.6 m/s

What drives the result

Each variable is moved across its typical range while the others stay at the values above. The longest bar is the key driver.

Froude number () current value 0.9578
UCharacteristic flow speedKey driver
0.0031916
LCharacteristic length (hydraulic depth for a shallow channel)
0.09589.58
gGravitational acceleration
0.5483
  • A flow of 3 m/s over a length of 1 m gives Fr = 0.958, just below the critical value of 1, so the flow is subcritical.
  • Equal Froude numbers need the model speed to scale with the square root of the length: a 1:25 model is tested at one fifth of the prototype speed (here 0.6 m/s). Matching the Reynolds number as well would need a different fluid, so gravity-driven tests usually match Fr only.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing ()Local stepChange in result
U Characteristic flow speed0.01 to 50 m/s0.00319315.9615.96+10%+10 %
L Characteristic length (hydraulic depth for a shallow channel)0.01 to 100 m0.095789.5789.482+10%−4.65 %
g Gravitational acceleration1 to 30 m/s²0.547732.452+10%−4.65 %

Sweep of Characteristic flow speed

Characteristic flow speed (m/s)Froude number
0.010.003193
0.0290.009258
0.084090.02685
0.24380.07785
0.70710.2258
2.050.6547
5.9461.898
17.245.505
5015.96

Sweep one variable

Froude number ()Hover, touch, or use the arrow keys on the chart
051015 0.010.1110 Characteristic flow speed (m/s), log scale now 0.9578

Variables and how each one contributes

Fr

Froude number

Result ·

What the equation gives you. Everything else feeds it.

U

Characteristic flow speed

m/s · typical 0.01 to 50

The characteristic flow speed, in m/s: the mean speed in a channel, or the ship’s speed through the water. Raises the Froude number in direct proportion. Raising it by 10 % (to 3.3) moves the result by +10 %, from 0.9578 to 1.054.

g

Gravitational acceleration

m/s² · typical 1 to 30

The gravitational acceleration, in m/s² (9.81 on Earth). It matters only for a different planet or a quick model comparison. Lowers the Froude number with the square root of g: stronger gravity makes waves faster, so the same flow is relatively slower. Raising it by 10 % (to 10.79) moves the result by −4.65 %, from 0.9578 to 0.9133.

L

Characteristic length (hydraulic depth for a shallow channel)

m · typical 0.01 to 100

The characteristic length, in m: the hydraulic depth for a shallow channel, or the waterline length for a ship. Lowers the Froude number with the square root of L: a longer length means faster waves. Raising it by 10 % (to 1.1) moves the result by −4.65 %, from 0.9578 to 0.9133.

Worked example with the values above

  1. Wave speed: √(gL) = √(9.81 × 1) = 3.132 m/s.
  2. Divide the flow speed by it: 3 / 3.132.
  3. Fr = 0.9578, so the flow is subcritical.

Assumptions and limits

  • Gravity is the force that matters, and the free surface is the interface of interest.
  • For a channel, L is the hydraulic depth (flow area over free-surface width), and the pressure is hydrostatic.

Common mistakes

  • Using the channel width or the wetted perimeter in place of the hydraulic depth.
  • Comparing Froude numbers that use different reference lengths.
  • Matching only the Froude number and expecting the viscous forces to scale as well: the Reynolds number will differ in a model.

Statistics and uncertainty

The result is a product of powers, so to first order its relative error is the root sum of squares of each input’s relative error multiplied by its exponent (U × 1, g × ½, L × ½). Speed dominates: a 2 % speed error gives a 2 % Froude error, while the same error in g or L gives only 1 %. In an open channel the hydraulic depth is the hardest input to measure well.

Where it is used

  • Classifying open-channel flow as subcritical, critical or supercritical before analysing a hydraulic jump or a weir.
  • Setting the speed of a towed ship model or a hydraulic model of a spillway or river.

Maths you need

  • Free-surface flow: flow with a free liquid surface acted on by gravity
  • Dimensional analysis: dimensionless groups and similarity

Related formulas

Practise this formulaOpen the dimension solverOpen the model test planner