The WKB approximation treats the vertical wavenumber as locally constant over one vertical wavelength. Write , with and . For the stationary internal-wave WKB solution, away from singular or turning levels. A small terrain slope and small perturbations are also needed for Linearized Boussinesq equations.
Let be the perturbation fluid pressure divided by reference mass density, and the buoyancy perturbation. The steady Linearized Boussinesq equations and incompressibility condition are
For an component, elimination gives , and . Substitution into vertical momentum gives the exact stationary Taylor–Goldstein equation
The leading WKB approximation therefore identifies
The kinematic boundary condition fixes the horizontal wavenumber to for the sinusoidal forcing.
For explicit heights assume a constant positive buoyancy frequency , , and . The latter is a large gradient Richardson number. The linear shear flow has , so the propagation condition is .
For , the first obstruction is the critical level of an internal gravity wave at
As , . The critical-height approach of a stationary wave in linear shear has upward group velocity , so the travel time to diverges: the height is a supremum, approached in the ideal ray model. Here , which can remain small; it would be incorrect to say that the short-wavelength WKB approximation necessarily fails solely because diverges. Nevertheless and displacement , so a finite disturbance eventually violates linearity. Dissipation and overturning also matter near this singular level.
For , the turning height of a stationary wave in linear shear is
At , and the WKB approximation fails. An Airy function matching region describes reflection and an upper evanescent wave. Thus is the highest height of vertical propagation, rather than a sharp cut-off of every disturbance.
The problem initially allows to vary. Without the extra constant- assumption, replace the explicit turning height by the first root of encountered on a propagating branch. A declining can cause a turning level before the negative-shear critical level. The two closed-form heights require the stated constant-stratification assumption.