2001
DOI: 10.1046/j.0956-540x.2001.01380.x
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Effects of loads in the upper crust on estimates of the elastic thickness of the lithosphere

Abstract: Summary The admittance function and coherence relating gravity and topography are important constraints on the elastic thickness (Te) of the lithosphere. Forsyth (1985) modelled them with a lithosphere loaded both externally by topography and internally by density contrasts such as initial undulations on the Moho. His approach has yielded thicknesses as high as 150 km for the continental lithosphere. McKenzie & Fairhead (1997) argued that this method can only supply an upper bound on Te because the response is… Show more

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Cited by 40 publications
(66 citation statements)
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“…As for the Forsyth approach with a variable z m (x), the wavelet-adapted equations for the Banks method can account for a variable z l (x) if this information is known. Generally speaking, the inclusion of a thin layer between the surface and Moho serves to reduce T e estimates, though not significantly, with 1999] and Flück et al [2003] finding their results to be fairly insensitive to the magnitude of the density contrasts or depth of the interface, albeit using different approaches to that of Banks et al [2001].…”
Section: C2 Banks Methodsmentioning
confidence: 99%
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“…As for the Forsyth approach with a variable z m (x), the wavelet-adapted equations for the Banks method can account for a variable z l (x) if this information is known. Generally speaking, the inclusion of a thin layer between the surface and Moho serves to reduce T e estimates, though not significantly, with 1999] and Flück et al [2003] finding their results to be fairly insensitive to the magnitude of the density contrasts or depth of the interface, albeit using different approaches to that of Banks et al [2001].…”
Section: C2 Banks Methodsmentioning
confidence: 99%
“…In support of this argument, performing the coherence inversion using a wavelet adaptation of the Banks et al [2001] deconvolution method gives a relatively constant f (at least for shallow internal loads), because the (implied) downward continuation is to a shallower depth (see equation (C13)). …”
Section: Estimation Of the Loading Ratiomentioning
confidence: 99%
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