2000
DOI: 10.1007/pl00001052
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Seismic Amplitude Inversion for Interface Geometry of Multi-layered Structures

Abstract: Seismic amplitude data are used to invert for the geometry of reflection interfaces of multi-layered structures, in which the reflection interface is parameterised by a set of Fourier series with different wavenumbers. Two main difficulties arise in amplitude inversion: a high wavenumber oscillation artificially generated by inversion on shallow interfaces, and a failure to recover the long wavelength components of deep, curved interfaces. To overcome these difficulties, the capabilities of two inversion algor… Show more

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Cited by 18 publications
(10 citation statements)
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“…Once the right-hand side quantities are estimated, equation 14 becomes a tridiagonal system, which can be solved efficiently regardless of how many segments are set along the raypath (Wang and Houseman, 1994;Wang and Pratt, 2000). This is obviously a great advantage over the previous scheme which involves calculation of the Jacobian matrix and its inverse.…”
Section: Ray Tracing Based On Minimum Variationmentioning
confidence: 99%
“…Once the right-hand side quantities are estimated, equation 14 becomes a tridiagonal system, which can be solved efficiently regardless of how many segments are set along the raypath (Wang and Houseman, 1994;Wang and Pratt, 2000). This is obviously a great advantage over the previous scheme which involves calculation of the Jacobian matrix and its inverse.…”
Section: Ray Tracing Based On Minimum Variationmentioning
confidence: 99%
“…When we extract the amplitudes from the gathers, travel times are also obtained concomitantly. Demigration on re¯ection amplitudes (and travel times) is followed, as described in WANG et al (2000). The result is then considered as diraction-free, raw amplitudes (and travel times) for the input to inversion.…”
Section: Amplitudes Extracted From Prestack Gathersmentioning
confidence: 99%
“…where A is the projection matrix composed of the basis vectors, H is the Hessian matrix, D =diag{μ j } is the damping matrix given in terms of damping factors μ j with units of ( model parameter ) − 2 and g ^ is the gradient vector. The basis vector a ( j ) , a column of the projection matrix A , is built up in this paper using the gradient vector g ^ ( j ) , corresponding to the j th parameter group (Wang & Pratt 2000). Readers may refer to Kennett et al (1988), Sambridge (1990), Williamson (1990) and Oldenburg et al (1993) for variant designing procedures of the basis vectors a ( j ) .…”
Section: Inversion Proceduresmentioning
confidence: 99%
“…where A 0 is the amplitude at the source point, C Q is the inelastic attenuation factor, C is the product of all the relevant reflection and transmission coefficients, and L is the geometrical spreading function (Wang & Pratt 2000). The inelastic attenuation is given by…”
Section: Inversion Proceduresmentioning
confidence: 99%
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