Let and , with chosen for the temporal mode convention. In the inviscid limit, the Orr-Sommerfeld equation reduces to the Rayleigh equation for inviscid shear flow:
The impermeability boundary condition is ; the extra viscous derivative condition is not an independent condition for this reduced second-order equation. For an unstable mode , the denominator has no real zero. Multiply by and apply integration by parts to obtain
Its imaginary part gives
For a nontrivial mode, the weight is nonnegative and is positive except at isolated mode zeros. Thus must take both signs, unless it vanishes identically. The identically zero case also has no unstable nontrivial mode, by the positive first integral in the displayed identity. Therefore the smooth real base-flow profile must have an interior inflection point. This proves Rayleigh's inflection-point theorem; it is a necessary condition, not a sufficiency test.
For , put and define the Squire transformation
The two-dimensional Orr-Sommerfeld equation then has the same transverse operator because , and the same viscous coefficient because . Its boundary conditions on and are unchanged. Thus it has the same eigenfunction and the same phase-speed eigenvalue.
If the original disturbance grows, , so the transformed disturbance also grows. Since , every unstable three-dimensional mode maps to an unstable two-dimensional mode at a no larger Reynolds number. It follows that the minimum critical Reynolds number is attained among two-dimensional disturbances. This is the Squire theorem for temporal normal-mode onset, not a statement that three-dimensional transient amplification is impossible. The case is treated separately without dividing by ; its streamwise-uniform viscous normal modes decay, although coupling can produce transient growth.
Multiply the homogeneous Squire equation by and integrate over the channel. The zero boundary values remove the integration by parts boundary term, giving
For real and , the middle term is purely imaginary. Taking real parts yields the dissipation identity for a homogeneous Squire mode:
The strict inequality holds for a nonzero mode with zero endpoint values and positive Reynolds number. Hence all homogeneous Squire modes are temporally stable. In the complete shear-flow perturbation system, the Squire variable can also be forced by the wall-normal velocity; this homogeneous-mode result does not rule out instability of that coupled system or its transient growth.

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