Critical-height approach of a stationary wave in linear shear

ID: critical-height-approach-of-a-stationary-wave-in-linear-shear

For and constant positive buoyancy frequency, the critical height is . A stationary upward ray approaches it with vertical group velocity proportional to , requiring infinite ideal ray travel time. Large gradient Richardson number can preserve the short-wavelength WKB approximation, but parcel-displacement amplitude grows and eventually invalidates linearity.

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