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The Berkner Island (Antarctica) ice-core drilling project

Published online by Cambridge University Press:  14 September 2017

Robert Mulvaney
Affiliation:
British Antarctic Survey, Natural Environment Research Council, Madingley Road, Cambridge CB3 0ET, UK E-mail: r.mulvaney@bas.ac.uk
Olivier Alemany
Affiliation:
Laboratoire de Glaciologie et Géophysique de l’Environnement du CNRS (associé à l’Université Joseph Fourier–Grenoble I), 54 rue Molière, BP 96, 38402 Saint-Martin-d’He`res Cedex, France
Philippe Possenti
Affiliation:
Laboratoire de Glaciologie et Géophysique de l’Environnement du CNRS (associé à l’Université Joseph Fourier–Grenoble I), 54 rue Molière, BP 96, 38402 Saint-Martin-d’He`res Cedex, France
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Abstract

We describe a project to retrieve a 948m deep ice core from Berkner Island, Antarctica. Using relatively lightweight logistics and a small team, the drilling operation over three austral summer seasons used electromechanical drilling technology, described in detail, from a covered shallow pit and a fluid-filled borehole. A basal temperature well below pressure-melting point meant that no drilling problems were encountered when approaching the bed and the borehole penetrated through to the base of the ice sheet, and sediment was retrieved from beneath the ice.

Information

Type
Research Article
Copyright
Copyright © The Author(s) [year] 2007
Figure 0

Fig. 1 Location of Berkner Island and other deep ice-core drilling sites in Antarctica.

Figure 1

Fig. 2 Surface and bedrock topography of Berkner Island.

Figure 2

Fig. 3 Model estimates of the depth–age relationship assuming steady isothermal flow (personal communication from R. Hindmarsh, 1999). Three flow-law models are tested, using a column thickness of 950 m, an accumulation rate of 130 kgm–2 a–1, a surface mean temperature of –26.6˚C and a geothermal heat flux of 50mWm–1.

Figure 3

Table 1. Drill site location and physical characteristics

Figure 4

Fig. 4 (a) General view of camp. (b) The drilling tent after two winters of accumulation.

Figure 5

Fig. 5 Loading-width/length restrictions for the de Havilland Series 300 Twin Otter (in = inches).

Figure 6

Fig. 6 Unloading the winch frame from the Twin Otter using H-section ramps.

Figure 7

Fig. 7 The winch and mast system with cable-tensioning device in the foreground, ready to roll cable onto Lebus drum, visible at the rear of the frame. On the left of the winch frame is the motor and gear reducer; on the right is the handle for engaging the locking mechanism for the mast in the upright position and the winch control panel; in the top centre of the frame is the mast tilt mechanism with its gear motor.

Figure 8

Fig. 8 Cross-section of the drill cable.

Figure 9

Table 2. Berkner Island electromechanical drill characteristics. OD: outer diameter; ID: inner diameter

Figure 10

Fig. 9 The covered drilling pit, with deep ice-core drill system.

Figure 11

Fig. 10 Progress of the drilling: a vertical line marks the boundary between the two deep drilling seasons.

Figure 12

Fig. 11 Force used to break core at the end of each drilling run, expressed in kN.

Figure 13

Fig. 12 Elastic netting used to contain brittle ice: this core from 920m has been partially cut with the circular saw shortly after drilling in order to take a subsample, and shows the limited extent of damage to the ‘brittle ice’.

Figure 14

Fig. 13 The final 0.5 m of ice core before the basal sediment was encountered; the deepest ice is furthest from the camera. The banding is due to horizontal cracks in the core from the drilling which were not apparent on earlier cores. Below this section, no further ice was recovered, with only fine sand sediment recovered from subsequent drilling runs. Note the occasional larger conglomerate particles in the ice.