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AGU: Geophysical Research Letters

 

Keywords

  • uplift
  • river profiles
  • inversion index

Index Terms

  • Tectonophysics: Tectonics and landscape evolution
  • Mathematical Geophysics: Inverse theory
  • Hydrology: Geomorphology: fluvial

Abstract

GEOPHYSICAL RESEARCH LETTERS, VOL. 36, L24301, 5 PP., 2009
doi:10.1029/2009GL040928

Uplift histories from river profiles

D. Pritchard

Department of Mathematics and Statistics, University of Strathclyde, Glasgow, UK

G. G. Roberts

Bullard Laboratories, Department of Earth Sciences, University of Cambridge, Cambridge, UK

N. J. White

Bullard Laboratories, Department of Earth Sciences, University of Cambridge, Cambridge, UK

C. N. Richardson

BP Institute, University of Cambridge, Cambridge, UK

Longitudinal river profiles, where elevation of a river bed is plotted as a function of distance along the river bed, contain information about uplift rate. When a region adjacent to a reference level (e.g., sea level) is uplifted, a rapid change in gradient occurs near the river mouth. The erosional process causes this change in gradient to migrate upstream. Thus a river profile is effectively a ‘tape recording’ of the uplift rate history, provided that the erosional process can be adequately parameterized. Here, we use a non-linear equation to relate the shape of a river profile, z(x), to uplift rate history, U(t). If erosion is assumed to be dominated by knickpoint retreat, an inverse model can be formulated and used to calculate uplift rate histories. Our model builds upon standard stream profile analysis, which focuses on the relationship between profile slope and drainage area. We have applied this analytical approach to river profiles from the Bié Dome, Angola. Calculated uplift rate histories agree with independent geologic estimates.

Received 9 November 2009; accepted 16 November 2009; published 16 December 2009.

Citation: Pritchard, D., G. G. Roberts, N. J. White, and C. N. Richardson (2009), Uplift histories from river profiles, Geophys. Res. Lett., 36, L24301, doi:10.1029/2009GL040928.

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