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Glacial Abrasion and Sliding: their Dependence on the Debris Concentration in Basal Ice

Published online by Cambridge University Press:  20 January 2017

Bernard Hallet*
Affiliation:
Quaternary Research Center and Department of Geological Sciences, University of Washington, Seattle, Washington 98195, U.S.A.
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Abstract

A model of bedrock abrasion by a temperate glacier is developed that takes into account the significant impeding effect of scattered rock fragments at the ice-rock interface on glacier sliding. An increase in the debris concentration above a relatively low value can reduce the abrasion rate by decreasing both the flux of rock fragments and the effective forces which press fragments against the bed. Abrasion of a simple wavy bed is shown to be most rapid for a relatively low debris concentration above which the abrasion varies inversely with the debris content. A similar concentration dependence of abrasion is expected for beds of arbitrary geometry but low roughness. Sliding glaciers will tend to abrade until the basal ice is nearly stagnant at which point rocks of all sizes start to lodge against the bed.

Information

Type
Research Article
Copyright
Copyright © International Glaciological Society 1981
Figure 0

Fig. 1 Schematic representation of the basal drag arising from both bed irregularities and rock fragments embedded in the ice. Unlike previous models of sliding, the drag does not necessarily vanish for perfectly smooth beds.

Figure 1

Fig. 2 Reduction of the sliding rate due to debris on the bed, expressed as the calculated sliding rate affected by debris divided by that calculated for the same bed but without debris. Numerals refer to various bed-roughness values r (amplitude/wavelength). Debris concentration is expressed as proportion P of the bed effectively covered by debris, unity representing close cubic packing. The wavelength of bed undulations and radius of rock fragments were 1 and 0.1 m, respectively.

Figure 2

Fig. 3 Abrasion rate as a function of rock-fragment size and bed-undulation wavelength A, for constant bed roughness (r= 0.05) and 10% of the bed being effectively covered with debris.

Figure 3

Fig. 4 Rate of abrasion by fragments 200 mm in diameter as a function of the proportion of the bed effectively covered by debris. Bed roughness was taken to be 0.05 and three different wavelengths λ of bed undulations were considered.

Figure 4

Fig.5 Dependence of the fragment concentration P at which abrasion is maximal on the radius R of fragments and wavelength of bed undulations with uniform roughness of 0.025.