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XWITM velocity model optimisation acts on the raw seismic field traces exactly as recorded in the survey. Hence the algorithm is equipped to run in real time as the survey proceeds. The prerequisites for global minimum convergence are:

  • a-priori regional velocity trend
  • bandpass filtered shot gathers
  • extracted source wavelet  

The requirement for a-priori information is minimised. A water bottom interface and source wavelet are extracted from the data to ensure the model can accurately predict the direct arrival and water bottom events prior to minimsing the cost function with respect to velocity values.

This is demonstrated in the chart below for a deep water field example. Using a filtered spike source propagated through the velocity model these events are modelled and the simulated traces are compared to the equivalently filtered field traces. A matching filter operation between the two sets of traces is performed and the derived filter is convolved with the filtered spike to obtain a reliable estimate of the field low-frequency source. 

At this point, the velocity optimisation feedback loop can commence. For the longest length-scale initial updates the lowest usable frequency in the data is sought, which for streamer acquisition is usually no lower than 4Hz.

The steepest-descent "gradient", which is the model update direction for locally minimising the cost function, can be computed for both AWITM and FWI cost functions so it can be demonstrated that the AWITM gradient gives the correctly directed update for distant initial models needing macromodel updates.

The velocity model computation is run cycling through the shots in blocks of iterations at sequentially increasing frequencies incorporating progressively shorter length-scale resolution into the model. On a propagation mesh of 25 metres, the frequency range can be increased up to a limit 24Hz based on the required minimum number of grid points per wavelength stability condition.

 

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