2009
DOI: 10.1190/1.3196857
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A comparison of phase inversion and traveltime tomography for processing near-surface refraction traveltimes

Abstract: With phase inversion, one can estimate subsurface velocities using the phases of first-arriving waves, which are the frequency-domain equivalents of the traveltimes. Phase inversion is modified to make it suitable for processing traveltimes from near-surface refraction surveys. The modifications include parameterizing the model, correcting the observed phases, and selecting the complex frequency. This modified phase inversion is compared to traveltime tomography. For two comparisons using computer-simulated tr… Show more

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Cited by 30 publications
(23 citation statements)
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“…In all cases, the estimated model was close to the correct model, when the spatial resolution of the inversion was accounted for. Additional information about these tests is published in Ellefsen (2009) and Burton and Ellefsen (2011). Another set of tests involved field data.…”
Section: Linearizedsoln_impl Invmodelmentioning
confidence: 99%
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“…In all cases, the estimated model was close to the correct model, when the spatial resolution of the inversion was accounted for. Additional information about these tests is published in Ellefsen (2009) and Burton and Ellefsen (2011). Another set of tests involved field data.…”
Section: Linearizedsoln_impl Invmodelmentioning
confidence: 99%
“…Traveltimes were processed with phase inversion (using program WaveformInv) and with traditional traveltime tomography; both processing methods used the same starting model. The estimated models and the residuals for both processing methods were compared, and the results are published in Ellefsen (2009). For this test, the files used for the phase inversion are in subdirectory Examples\PhaseIn-vRefractionTimes.…”
Section: Linearizedsoln_impl Invmodelmentioning
confidence: 99%
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“…There are many different methods for obtaining a velocity model from seismic refraction first-arrival times, ranging from forward modeling to analytic and geometrical methods to inverse and tomographic methods (e.g., Palmer, 1980;Zelt and Smith, 1992;Sheehan et al, 2005;Ellefsen 2009). Near-surface P-and S-wave velocity models provide essential constraints in applications ranging from hydrologic characterization to site hazard evaluation (e.g., Deen and Gohl, 2002;Asten et al, 2005;Zelt et al, 2006;Powers et al, 2007;Martí et al, 2008;Yordkayhun et al, 2009), but often these models include little or no quantitative estimation of uncertainty, resolution or non-uniqueness.…”
Section: Introductionmentioning
confidence: 99%