In continuum mechanics, the Froude number (Fr) is a dimensionless number defined as the ratio of the flow inertia to the external field (the latter in many applications simply due to gravity). Named after William Froude (//;), the Froude number is based on the speed–length ratio which he defined as:
where u is the local flow velocity, g is the local external field, and L is a characteristic length. The Froude number has some analogy with the Mach number. In theoretical fluid dynamics the Froude number is not frequently considered since usually the equations are considered in the high Froude limit of negligible external field, leading to homogeneous equations that preserve the mathematical aspects. For example, homogeneous Euler equations are conservation equations.
However, in naval architecture the Froude number is a significant figure used to determine the resistance of a partially submerged object moving through water.
In open channel flows, Belanger 1828 introduced first the ratio of the flow velocity to the square root of the gravity acceleration times the flow depth. When the ratio was less than unity, the flow behaved like a fluvial motion (i.e., subcritical flow), and like a torrential flow motion when the ratio was greater than unity.
Quantifying resistance of floating objects is generally credited to William Froude, who used a series of scale models to measure the resistance each model offered when towed at a given speed. The naval constructor Ferdinand Reech had put forward the concept in 1852 for testing ships and propellers. Speed–length ratio was originally defined by Froude in his Law of Comparison in 1868 in dimensional terms as:
- u = flow speed
- LWL = length of waterline
The term was converted into non-dimensional terms and was given Froude's name in recognition of the work he did. In France, it is sometimes called Reech–Froude number after Ferdinand Reech.
Definition and main application
To show how the Froude number is linked to general continuum mechanics and not only to hydrodynamics we start from the nondimensionalisation of Cauchy momentum equation.
Cauchy momentum equation
In order to make the equations dimensionless, a characteristic length r0, and a characteristic velocity u0, need to be defined. These should be chosen such that the dimensionless variables are all of order one. The following dimensionless variables are thus obtained:
Substitution of these inverse relations in the Euler momentum equations, and definition of the Froude number:
and the Euler number:
the equations are finally expressed (with the material derivative and now omitting the indexes):
Cauchy-type equations in the high Froude limit Fr → ∞ (corresponding to negligible external field) are named free equations. On the other hand, in the low Euler limit Eu → 0 (corresponding to negligible stress) general Cauchy momentum equation becomes an inhomogeneous Burgers equation (here we make explicit the material derivative):
Euler momentum equation
Euler momentum equation is a Cauchy momentum equation with the Pascal law being the stress constitutive relation:
in nondimensional Lagrangian form is:
Free Euler equations are conservative. The limit of high Froude numbers (low external field) is thus notable and can be studied with perturbation theory.
in nondimensional convective form it is:
In marine hydrodynamic applications, the Froude number is usually referenced with the notation Fn and is defined as:
where u is the relative flow velocity between the sea and ship, g is in particular the acceleration due to gravity, and L is the length of the ship at the water line level, or Lwl in some notations. It is an important parameter with respect to the ship's drag, or resistance, especially in terms of wave making resistance.
In the case of planing crafts, where the waterline length is too speed-dependent to be meaningful, the Froude number is best defined as displacement Froude number and the reference length is taken as the cubic root of the volumetric displacement of the hull:
Shallow water waves
For shallow water waves, such as tsunamis and hydraulic jumps, the characteristic velocity U is the average flow velocity, averaged over the cross-section perpendicular to the flow direction. The wave velocity, c, is equal to the square root of gravitational acceleration g, times cross-sectional area A, divided by free-surface width B:
so the Froude number in shallow water is:
For rectangular cross-sections with uniform depth d, the Froude number can be simplified to:
When considering wind effects on dynamically sensitive structures such as suspension bridges it is sometimes necessary to simulate the combined effect of the vibrating mass of the structure with the fluctuating force of the wind. In such cases, the Froude number should be respected. Similarly, when simulating hot smoke plumes combined with natural wind, Froude number scaling is necessary to maintain the correct balance between buoyancy forces and the momentum of the wind.
Extended Froude number
So, these flows are associated with the elevation of the topographic slopes that induce the gravity potential energy together with the pressure potential energy during the flow. Therefore, the classical Froude number should include this additional effect. For such a situation, Froude number needs to be re-defined. The extended Froude number is defined as the ratio between the kinetic and the potential energy:
where u is the mean flow velocity, β = gK cos ζ, (K is the earth pressure coefficient, ζ is the slope), sg = g sin ζ, x is the channel downslope position and is the distance from the point of the mass release along the channel to the point where the flow hits the horizontal reference datum; Ep
pot = βh and Eg
pot = sg(xd − x) are the pressure potential and gravity potential energies, respectively. In the classical definition of the shallow-water or granular flow Froude number, the potential energy associated with the surface elevation, Eg
pot, is not considered. The extended Froude number differs substantially from the classical Froude number for higher surface elevations. The term βh emerges from the change of the geometry of the moving mass along the slope. Dimensional analysis suggests that for shallow flows βh ≪ 1, while u and sg(xd − x) are both of order unity. If the mass is shallow with a virtually bed-parallel free-surface, then βh can be disregarded. In this situation, if the gravity potential is not taken into account, then Fr is unbounded even though the kinetic energy is bounded. So, formally considering the additional contribution due to the gravitational potential energy, the singularity in Fr is removed.
In the study of stirred tanks, the Froude number governs the formation of surface vortices. Since the impeller tip velocity is ωr (circular motion), where ω is the impeller frequency (usually in rpm) and r is the impeller radius (in engineering the diameter is much more frequently employed), the Froude number then takes the following form:
The Froude number finds also a similar application in powder mixers. It will indeed be used to determine in which mixing regime the blender is working. If Fr<1, the particles are just stirred, but if Fr>1, centrifugal forces applied to the powder overcome gravity and the bed of particles becomes fluidized, at least in some part of the blender, promoting mixing
Densimetric Froude number
When used in the context of the Boussinesq approximation the densimetric Froude number is defined as
where g′ is the reduced gravity:
The densimetric Froude number is usually preferred by modellers who wish to nondimensionalize a speed preference to the Richardson number which is more commonly encountered when considering stratified shear layers. For example, the leading edge of a gravity current moves with a front Froude number of about unity.
Walking Froude number
The Froude number may be used to study trends in animal gait patterns. In analyses of the dynamics of legged locomotion, a walking limb is often modeled as an inverted pendulum, where the center of mass goes through a circular arc centered at the foot. The Froude number is the ratio of the centripetal force around the center of motion, the foot, and the weight of the animal walking:
where m is the mass, l is the characteristic length, g is the acceleration due to gravity and v is the velocity. The characteristic length l may be chosen to suit the study at hand. For instance, some studies have used the vertical distance of the hip joint from the ground, while others have used total leg length.
The Froude number may also be calculated from the stride frequency f as follows:
If total leg length is used as the characteristic length, then the theoretical maximum speed of walking has a Froude number of 1.0 since any higher value would result in takeoff and the foot missing the ground. The typical transition speed from bipedal walking to running occurs with Fr ≈ 0.5. R. M. Alexander found that animals of different sizes and masses travelling at different speeds, but with the same Froude number, consistently exhibit similar gaits. This study found that animals typically switch from an amble to a symmetric running gait (e.g., a trot or pace) around a Froude number of 1.0. A preference for asymmetric gaits (e.g., a canter, transverse gallop, rotary gallop, bound, or pronk) was observed at Froude numbers between 2.0 and 3.0.
The Froude number is used to compare the wave making resistance between bodies of various sizes and shapes.
In free-surface flow, the nature of the flow (supercritical or subcritical) depends upon whether the Froude number is greater than or less than unity.
One can easily see the line of "critical" flow in a kitchen or bathroom sink. Leave it unplugged and let the faucet run. Near the place where the stream of water hits the sink, the flow is supercritical. It 'hugs' the surface and moves quickly. On the outer edge of the flow pattern the flow is subcritical. This flow is thicker and moves more slowly. The boundary between the two areas is called a "hydraulic jump". The jump starts where the flow is just critical and Froude number is equal to 1.0.
The Froude number has been used to study trends in animal locomotion in order to better understand why animals use different gait patterns  as well as to form hypotheses about the gaits of extinct species.
- Flow velocity
- Body force
- Cauchy momentum equation
- Burgers' equation
- Euler equations (fluid dynamics)
- Merriam Webster Online (for brother James Anthony Froude) 
- Shih 2009, p. 7.
- White 1999, p. 294.
- Chanson 2009, pp. 159–163.
- Chanson 2004, p. xxvii.
- Shih 2009.
- Newman 1977, p. 28.
- Takahashi 2007, p. 6.
- "Powder Mixing - Powder Mixers Design - Ribbon blender, Paddle mixer, Drum blender, Froude Number". powderprocess.net. n.d. Retrieved 31 May 2019.
- Vaughan & O'Malley 2005, pp. 350–362.
- Alexander 1984.
- Sellers & Manning 2007.
- Alexander 1989.
- Alexander, R. McN. (1984). "The Gaits of Bipedal and Quadrupedal Animals". The International Journal of Robotics Research. 3 (2): 49–59. doi:10.1177/027836498400300205.CS1 maint: ref=harv (link)
- Alexander, RM (1989). "Optimization and gaits in the locomotion of vertebrates". Physiological Reviews. 69 (4): 1199–227. doi:10.1152/physrev.1918.104.22.1689. PMID 2678167.CS1 maint: ref=harv (link)
- Belanger, Jean Baptiste (1828). Essai sur la solution numerique de quelques problemes relatifs au mouvement permanent des eaux courantes [An essay on the numerical solution to some problems relative to the steady movement of running water] (in French). Paris: Carilian-Goeury.CS1 maint: ref=harv (link)
- Chanson, Hubert (2004). Hydraulics of Open Channel Flow: An Introduction (2nd ed.). Butterworth–Heinemann. p. 650. ISBN 978-0-7506-5978-9.CS1 maint: ref=harv (link)
- Chanson, Hubert (2009). "Development of the Bélanger Equation and Backwater Equation by Jean-Baptiste Bélanger (1828)" (PDF). Journal of Hydraulic Engineering. 135 (3): 159–63. doi:10.1061/(ASCE)0733-9429(2009)135:3(159).CS1 maint: ref=harv (link)
- Newman, John Nicholas (1977). Marine hydrodynamics. Cambridge, Massachusetts: MIT Press. ISBN 978-0-262-14026-3.CS1 maint: ref=harv (link)
- Sellers, William Irvin; Manning, Phillip Lars (2007). "Estimating dinosaur maximum running speeds using evolutionary robotics". Proceedings of the Royal Society B: Biological Sciences. 274 (1626): 2711–6. doi:10.1098/rspb.2007.0846. JSTOR 25249388. PMC 2279215. PMID 17711833.CS1 maint: ref=harv (link)
- Shih, Y.C. (Spring 2009), "Chapter 6 Incompressible Inviscid Flow" (PDF), Fluid MechanicsCS1 maint: ref=harv (link)
- Takahashi, Tamotsu (2007). Debris Flow: Mechanics, Prediction and Countermeasures. CRC Press. ISBN 978-0-203-94628-2.CS1 maint: ref=harv (link)
- Vaughan, Christopher L.; O'Malley, Mark J. (2005). "Froude and the contribution of naval architecture to our understanding of bipedal locomotion". Gait & Posture. 21 (3): 350–62. doi:10.1016/j.gaitpost.2004.01.011. PMID 15760752.CS1 maint: ref=harv (link)
- White, Frank M. (1999). Fluid mechanics (4th ed.). WCB/McGraw-Hill. ISBN 978-0-07-116848-9.CS1 maint: ref=harv (link)