One way of analyzing the wave packet is to take a spatial Fourier transform of the disturbance along the presumed directions of propagation and measure in some way the characteristic wave number of the two peaks in the power spectrum corresponding to waves propagating in opposite directions associated with a given ridge in a k-omega diagram. Coupled with the temporal frequency, the difference and the sum of those two wave numbers provide information about the mean propagation speed and the mean Doppler shift produced by horizontal flow. That mean is an average over the horizontal window of observations and over the depth sampled by the mode. This is the essence of a one-dimensional version of ring analysis. It is presumed that a standard helioseismic inversion technique can be used to invert the results over a range of temporal frequencies to determine the variation with depth.
The aim of the Hilbert analysis is to go further by estimating the horizontal variation of propagation speed and advection velocity. It is hoped that, by relating the wave-like disturbance over the region without which a localized average is sought to the properties of the disturbance before it enters and after it leaves that region, a more reliable representation of the wave can be obtained, and consequently a more reliable estimation of the background state. It is presumed that Nature has more sense than to carry out spatial Fourier transforms, and that the entire wave packet approximately satisfies a single equation that closely resembles the spatial part of the spatially and temporally separated wave equation, namely a Helmholtz equation whose solution can be represented by a sinusoidal function with slowly varying amplitude and wave number. There are numerous methods that one might concoct to achieve that separation of the signal into two slowly varying functions, and here we choose to do so via Hilbert transformation, by a procedure which would have been exact had the disturbance been a genuine single one-dimensional wave with a unique frequency. The spatial variation of the wave number so obtained is presumed to relate to the variation of the background state in precisely the same way as for a simple wave, so once the wave number is determined it is presumed that the rest of the inversion is in principle complete.