Math 2.0

Fluid mechanics Hydrodynamic stability Theorem

Miles–Howard theorem

Builds on Richardson numberBrunt–Väisälä frequencyBoussinesq approximation for buoyancyHydrodynamic stability

Statement

Consider an inviscid, non-diffusive, incompressible fluid in the Boussinesq approximation, between rigid horizontal walls z=z1z = z_1 and z=z2z = z_2. The base state is a horizontal parallel shear flow U(z)U(z) with a stable density stratification ρ0(z)\rho_0(z). Let gg be the gravitational acceleration and let N2(z)=−gρ∗dρ0dzN^2(z) = -\frac{g}{\rho_*} \frac{d\rho_0}{dz} be the square of the buoyancy frequency, where ρ∗\rho_* is a constant reference density. Let Ri(z)=N2(z)/U′(z)2\mathrm{Ri}(z) = N^2(z) / U'(z)^2 be the gradient Richardson number. Suppose that N2(z)≥14U′(z)2N^2(z) \ge \tfrac14 U'(z)^2 for every zz in [z1,z2][z_1, z_2], that is, Ri(z)≥1/4\mathrm{Ri}(z) \ge 1/4 wherever U′(z)≠0U'(z) \neq 0. Then the flow is linearly stable: no normal mode disturbance eiα(x−ct)e^{i \alpha (x - c t)} with real α≠0\alpha \neq 0 has Im⁡c>0\operatorname{Im} c > 0.

Remarks

Normal modes with stream function amplitude φ(z)\varphi(z) satisfy the Taylor–Goldstein equation (U−c)(φ′′−α2φ)−U′′φ+N2U−cφ=0,φ(z1)=φ(z2)=0.(U - c)(\varphi'' - \alpha^2 \varphi) - U'' \varphi + \frac{N^2}{U - c} \varphi = 0, \qquad \varphi(z_1) = \varphi(z_2) = 0. Howard's proof substitutes φ=(U−c)1/2G\varphi = (U - c)^{1/2} G, multiplies by Gˉ\bar G and integrates. The imaginary part of the result is ci[∫(∣G′∣2+α2∣G∣2)dz+∫N2−U′2/4∣U−c∣2∣G∣2 dz]=0,c_i \left[ \int \left( \abs{G'}^2 + \alpha^2 \abs{G}^2 \right) dz + \int \frac{N^2 - U'^2/4}{\abs{U - c}^2} \abs{G}^2 \, dz \right] = 0, with c=cr+icic = c_r + i c_i, and when N2≥U′2/4N^2 \ge U'^2/4 the bracket is positive, so ci=0c_i = 0.

The theorem was proved by Miles and by Howard in 1961. The condition is sufficient for stability, not necessary: a flow with Ri<1/4\mathrm{Ri} < 1/4 somewhere may still be stable. With N=0N = 0 the condition fails wherever U′≠0U' \neq 0; the unstratified case of the Euler equations is covered by Rayleigh's inflection point criterion instead. The theorem and its proof extend to unbounded layers with disturbances that decay at infinity. Example: for the stratified mixing layer U=tanh⁡zU = \tanh z, N2=Jsech⁡2zN^2 = J \operatorname{sech}^2 z on the whole line, one has Ri(z)=Jcosh⁡2z≥J\mathrm{Ri}(z) = J \cosh^2 z \ge J, so the flow is stable when J≥1/4J \ge 1/4.

Going deeper

For a student

The theorem is the stratified counterpart of the inviscid criteria of hydrodynamic stability for parallel flows. The threshold 1/41/4 is widely used in oceanography and meteorology as a rule of thumb for when shear-driven turbulence and Kelvin–Helmholtz billows can occur. Its proof is the same energy-type identity as in Rayleigh's criterion, after Howard's substitution. The same substitution gives Howard's semicircle theorem, which bounds the complex wave speed of unstable modes.

Reading path

To understand this page from the ground up, read these 5 pages in order. The foundations come first.

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Each page uses the pages above it. The colour of the bar on a box shows how strong the evidence is, and the box also gives it as text. The list has the same pages.
  • no evidence level
  1. Boussinesq approximation for buoyancy concept
  2. Brunt–Väisälä frequency concept
  3. Hydrodynamic stability concept
  4. Richardson number concept
  5. Miles–Howard theorem statement

Further reading

  1. Web https://en.wikipedia.org/wiki/Richardson_number
About this page
TagPAFD50PFXX
URIm2://PAFD50PFXX
Kindstatement, theorem
WritingW0 stub
MSC76E05, 76E20
StatusThis copy of the site has no build data. Run m2 status PAFD50PFXX.
AboutHydrodynamic stability, Richardson number
UsesRichardson number, Brunt–Väisälä frequency, Boussinesq approximation for buoyancy, Hydrodynamic stability
Changed3 November 2026

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