Residual velocity & higher-order moveout
Learning objectives
- Describe why residuals remain after first-pass NMO even for well-behaved data
- Apply a residual correction on a first-pass NMO gather
- Add a higher-order (4th-order) residual term and explain when it is needed
- Sketch the velocity-residual-velocity iteration that converges velocity analysis to production quality
After the semblance picks of Section 3.3 you have a velocity function that flattens the gather to first order. There is still work to do. Residual moveout remains because the earth is not the single hyperbola the first pass assumed: small velocity errors, mild anisotropy, dip and heterogeneity within the gather. This section covers the second pass that cleans them up.
1. Where residuals come from
Even when your first-pass velocity is good to ± 50 m/s, you are not done. Sources of remaining residual moveout:
- Limited aperture. With a short spread, a higher with a larger fits almost as well as a lower with a smaller , so the pick is noisy; at long offsets the trade-off is between and instead.
- Coarse picking grid. Picks every 100-200 ms leave slow-drifting residuals.
- Anisotropy. Layered and anisotropic rocks bend the far offsets away from the hyperbola. Even with picked, the fourth-order term rests on only the far offsets and carries its own residual.
- Dipping layers. For a single homogeneous layer the moveout stays hyperbolic even with dip, but the stacking velocity rises to (Levin, 1971), so events of different dip in one gather cannot share one velocity.
- Heterogeneity. Lateral velocity variation inside the bin.
Each of these is small, a few to a few tens of milliseconds, but once the misalignment approaches a quarter of the dominant period (10 ms for a 25 Hz wavelet) the traces start to cancel in the stack. Fixing them recovers real signal-to-noise and sharpens the image.
2. Residual velocity picking
The second pass runs a residual semblance analysis: the same algorithm as Section 3.3, but over a narrow range centred on zero. The question is not “what is ” but “what correction does my current need?” A typical range is ± 200 m/s. Pick the bright spot, add the correction, iterate.
In Figure 3.5 the first-pass velocities are a little slow and assume a hyperbola. You add a residual velocity , picked on the residual semblance in (d), then an anellipticity for the far offsets, and read what is left in (e), trace by trace, in milliseconds.
The figure opens on the first pass, and both reflections curl up. Reflector 2 lands 42 ms early at 3000 m, and its stack peak is 46 % of its near-trace amplitude. Of those 42 ms, 26 follow the hyperbola fitted to its offsets out to the depth, the part removes, and 16 are a hook beyond it that grows like , the part removes. Drag onto the bright spot of reflector 2 in (d) with still at zero and the gather gets much flatter, but the velocity has absorbed the hook: reflector 1 now runs late in the middle and early at the far end. Raise , pick again, and the loop converges on one pair that leaves both reflectors flat to within 1 ms, with the stack peak of reflector 1 back to 100 % of its near-trace amplitude from 38 % after the first pass.
3. Higher-order moveout (HOMO)
Long offsets show a non-hyperbolic signature. In a layered or VTI earth it is described by the anellipticity in the moveout of Alkhalifah and Tsvankin (1995), which Figure 3.5 uses:
t^{2}(x) = t\_{0}^{2} + \\frac{x^{2}}{V^{2}} - \\frac{2\\eta\\,x^{4}}{V^{2}\\left\[t\_{0}^{2}V^{2} + (1+2\\eta)\\,x^{2}\\right\]} \\approx t\_{0}^{2} + \\frac{x^{2}}{V^{2}} + A\\,x^{4}, \\quad A = -\\frac{2\\eta}{t\_{0}^{2}V^{4}}The approximation holds at small offset, and it shows the sign: a positive makes negative, so after a hyperbolic correction the far offsets arrive early and curl up. The hook shows only where the offset is well past the depth: cut the spread in Figure 3.5 to 1000 m and reflector 1 stays inside a quarter period for every from 0 to 0.20, so a short spread can neither measure nor much need it. Some processors fit directly as a general higher-order (HOMO) term. HOMO is the practical cousin of : it does not care which parameters are the physical source, it just fits the residual. That is useful when you cannot afford a full VTI analysis or when anisotropy is heterogeneous.
4. The iterative loop
Production velocity analysis runs two to four iterations of:
- Pick on every CMP (Section 3.3).
- Apply NMO, run residual statics (Section 2.4) on the corrected gathers.
- Re-pick residual with shorter gates.
- Add residual statics again (they shift slightly after the correction).
- Pick or HOMO if needed.
- Stop when residuals fall below a threshold, typically about 2 ms per pick.
Each pass makes the next one easier: velocity picks are more reliable because statics are smaller, and statics are cleaner because velocity is closer. Two iterations usually capture most of the improvement; three or four reach production quality.
5. When to stop
- Residual pick RMS is < 2 ms across a test of CMPs.
- Stacked section amplitude at a target horizon plateaus between iterations.
- Post-stack coherence does not improve further.
If residuals remain large after four passes, something is structurally wrong: overlooked anisotropy, missed statics, or lateral velocity variation too rapid for a gather-by-gather approach. The next step is Section 3.6: tomographic inversion that solves for the full velocity field simultaneously.
Residual velocity picking removes the hyperbolic leftover after first-pass NMO; or HOMO removes the far-offset hook after that; the residuals ↔ statics iteration runs until stacks stop improving, typically two to four passes.
Where this goes next
Section 3.6 closes Part 3 with tomographic velocity inversion, a fundamentally different approach where instead of iterating picks per CMP you solve for the full velocity volume simultaneously, using ray paths through the model and observed travel-time residuals to update the model.
References
- Taner, M. T., Koehler, F. (1969). Velocity spectra, digital computer derivation and applications of velocity functions. Geophysics, 34, 859.
- Levin, F. K. (1971). Apparent velocity from dipping interface reflections. Geophysics, 36, 510.
- Alkhalifah, T., Tsvankin, I. (1995). Velocity analysis for transversely isotropic media. Geophysics, 60, 1550.
- Yilmaz, Ö. (2001). Seismic Data Analysis (2 vols.). SEG.
- Dix, C. H. (1955). Seismic velocities from surface measurements. Geophysics, 20, 68.