Introduction
The beds of existing glaciers are characterized by a wide variety of morphological and lithological conditions. These beds may be rough or smooth depending on the scale considered, and they may consist of rock or unconsolidated sediments. Sediments at glacier beds may or may not be frozen, and they may or may not contain ground-water. To know what conditions exist at the glacier bed in a specific case is important for several reasons.
Practical applications in connection with the planning and operation of Alpine hydroelectric power stations, such as the installation of subglacial water intakes or rock galleries for water adduction, may require the exact position and the lithological characteristics of glacier beds (e.g. Reference Bezinge, Bezinge, Perreten and SchaferBezinge and others 1973; Reference Vivian and ZumsteinVivian and Zumstein, 1973; Reference Wold and Østremwold and Østrem, 1979). From a scientific point of view, knowledge about glacier bed characteristics is essentially relevant to studies done on glacier sliding, (Reference LliboutryLliboutry, 1979; Reference WeertmanWeertman, 1979; Reference IkenIken, 1981; Reference Iken, Iken, Röthlisberger, Flotron and HaeberliIken and others, 1983) and to those which deal with processes of glacier erosion (Reference BoultonBoulton, 1979, Reference Collinscollins, 1979; Reference Röthlisberger and IkenRöthlisberger and Iken, 1981).
Commercial projects mainly utilize core drillings, either from the glacier surface downwards or from already existing rock galleries upwards, to probe the glacier bed. Scientific studies have to try less expensive methods, such as hot-water drilling (e.g. Reference Iken, Iken, Röthlisberger and HutterIken and others, 1977), geophysical soundings (Reference SüsstrunkSüsstrunk, 1951; Reference RöthlisbergerRöthlisberger, 1967; Reference RobinRobin, 1975) observations with bore-hole cameras (Reference Engelhardt, Engelhardt, Harrison and KambEngelhardt and others, 1978), or observations in ice tunnels (Reference BoultonBoulton, 1979). All these methods furnish information of limited accuracy or point information only. This paper proposes a method by which it is hoped to be able partially to fill this gap: electrical resistivity soundings of glacier beds.
Principles of the Method
The method is a combination of two well-known techniques: (thermal) drilling in ice and electrical resistivity soundings of sub-surface materials. Combining the two techniques helps to overcome the problems and limitations of interpreting results which occur when the techniques are applied separately. Standard resistivity techniques are applied directly at the glacier bed by lowering the electrodes down drill holes to the ice-rock interface. Such electrical measurements can help to define the exact position of the glacier bed, and, moreover, they provide information about lithological changes in a horizontal direction (between the bore holes) as well as in a vertical direction, down into the subglacial material.
Thermal drilling from the ice surface to the glacier bed often encounters the problem that increased amounts of rock particles included in the basal layer of glaciers gradually lower the drilling speed. Hot-water jets may finally wash out these inclusions and even penetrate into glacier bed sediments if they are fine-grained, whereas electrothermal drills will, in many cases, not completely reach the glacier bed. (Hot-water drilling has in this respect an advantage over electrothermal drilling.) In either case it is difficult to determine from observed drilling rates the exact position of the glacier bed. A simple electrical, however, indicates whether and where a drill has reached the glacier bed. The array of the electrical measurement is shown in Figure 1a. The measurement is based on the fact that the specific electrical resistivity of temperate or nearly temperate glacier ice is usually much higher (ρi > 107 Ω m) than that of the underlying rock material (ρr << 106 Ω m). A fixed electrode (FE) is grounded outside the glacier margin, usually in a pond or another water body to improve surface contact. A second electrode, the bore-hole electrode (BE), is lowered with the drill into the bore hole (the drill point itself may be used as an electrode). As long as the bore hole does not reach the glacier bed, the glacier will act as an almost perfect insulator. However, as soon as the bore-hole electrode reaches the ice-rock interface, the circuit is “completed”, because much more current flows from BE to FE. This important moment can be detected easily at the glacier surface with a resistivity meter.
The drill holes reaching down to the glacier bed now permit the installation of electrodes directly at the glacier bed and make it possible to carry out resistivity soundings of the subglacial rock material. In this way, the problems of surface soundings on top of a highly insulating ice body (cf. Reference RöthlisbergerRöthlisberger, 1967) are eliminated. Because of the high resistivity difference between the studied glacier bed material and the overlying glacier ice, the subglacial lithosphere can be considered as an electrical half-space. Operation and analysis of glacier bed resistivity soundings are therefore analogous to those from standard resistivity soundings using electrodes installed at air-rock interfaces. A schematic representation of the measuring array is given in Figure 1b. Additional information about the sounding technique itself is readily available from textbooks (e.g. Reference Dohr and KirbyDohr, 1974). Typical values of specific resistivity for Alpine rock materials, such as crystalline rock, frozen ice-rich sediments and unfrozen sediments, with or without ground-water have been compiled by Reference Fisch, Fisch, Fisch and HaeberliFisch and others ([1978]).
The Grubenglecher experiment
An electrical profile was measured at Grubengletscher in the summer of 1982. Grubengletscher is a partially cold glacier of the Wallis Alps, Switzerland (Reference HaeberliHaeberli, [1976]); it is frozen to its bed at the margins. This glacier has been, and still is, a point of intensive study because of two lake outbursts in 1968 and 1970 which both caused considerable damage to the nearby village of Saas Balen (Reference RöthlisbergerRöthlisberger, 1979). After a period of glacier retreat, the glacier started to advance slowly a few years ago. Its steep front is presently overriding a tube which was installed in the perennially frozen silts and sands at the glacier margin in order to regulate the level of the lake.
The position of the profile is shown in Figures 2 and 3. Bore holes were drilled with a hot water jet as described by Reference Iken, Iken, Röthlisberger and HutterIken and others (1977). Observed ice thickness along the profile was between 25 m and 85 m, values already obtained from radio echo-soundings carried out in the previous year. Bore-hole water froze within about one day, except when the level of this water was more than about 20–30 m below the surface – presumably in the transition zone between cold surface ice and deeper temperate ice. Electrical equipment was the Gga 30 of the Bodenseewerke Ueberlingen, West Germany (cf. Reference KingKing, 1982).
Figure 4 shows a comparison between ice thickness estimated from the radar map finished earlier (cf. Fig. 3) and ice thickness determined by drilling with bore-hole electrodes. If drilling with bore-hole electrodes is considered to be an almost perfectly precise method of ice thickness determination, then the accuracy of radio echo-soundings can be checked. This test, of course, does not apply to single radar measurements, but to the final result of three-dimensional analysis, and interpretation of a large number of radio echo-soundings. Point measurements obtained by drilling with bore-hole electrodes therefore provide an evaluation of the accuracy of glacier bed maps compiled from radio echo-soundings. For the case under study, the U.S. Geological Survey Mono-pulse Ice Radar was used with 20 m antennae (c. 2.5 MHz) and the velocity of electromagnetic wave propagation in ice was assumed to be 168 m/μs (cf. Reference Haeberli, Haeberli, Wächter, Schmid and SidlerHaeberli and others, 1982). The average difference between the depth determinations using radar and those from hot-water drillings with bore-hole electodes in 15 bore holes was 1.9% of the measured ice thickness. Extremes were −3.4% and +10.6%, and the mean absolute value of the difference was 3.6%. This confirms that depths measured by radar are usually within ±5% of the actual ice thickness, but that less accurate values, with errors around 10% or more can also occur; in the latter cases, the radar method always underestimates the actual depth.
Figure 5 shows the resistivity curve measured at the glacier bed. Interpretation of the curve is based on a comparison with resistivity values measured in the region of the “Kintole” (Mischabel group, cf. Reference Fisch, Fisch, Fisch and HaeberliFisch and others, [1978]), where bedrock resistivity is 6000 to 12000 Ω m (gneiss of the Bernhard nappe), resistivity of unfrozen, unconsolidated sediments 3000 to 4000 Ω m and that of frozen sediments rich in ice more than about 10000 Ω m. The steep rise of the measured curve between AB/2 = 102 and 103 could theoretically represent frozen material. Morphological considerations and results from earlier bore-hole temperature observations (Reference HaeberliHaeberli, [1976]), however, suggest a steeply inclined bedrock surface here; this occurrence causes an unrealistically steep rise in the resistivity curve. Bedrock depth below bore hole 10, which was the centre (M/N) of the wider electrode spacings, is estimated at 150 m below the glacier bed, but because of the uncertainty of depth determinations using electrical resistivity soundings, 100 or 120 m could also be realistic. It remains beyond doubt, however, that a considerable thickness of subglacial sediments occurs underneath the tongue of Grubengletscher. The sediments, with their resistivity values of 1500 to 2500 Ω m, are most likely to consist of unfrozen silts and sands containing ground-water; such sediments have been observed earlier when a core was drilled to a depth of 25 m in the glacier bed (personal communication from H. Röthlisberger). It is possible that bedrock reaches the glacier bed below bore hole 400. No sounding could be carried out in the reverse direction in order to check this interpretation. Relatively warm and thin subglacial permafrost in the marginal zone of the glacier tongue, where cold ice is known to be in contact with the glacier bed, cannot be detected with the electrode spacing selected and, moreover, would probably have low resistivity values (cf. Reference Hoekstra and McNeillHoekstra and McNeill, 1973).
Conclusions
Electrical resistivity soundings of glacier beds seem to provide a very useful method for studies on glacier bed topography and characteristics. Exact determination of the position of the glacier bed in bore holes is easily possible using electrodes at the glacier margin and in the bore holes. Resistivity soundings analogous to surface soundings, but using electrodes at the glacier bed, allow investigation of the subglacial lithosphere. The method could easily become a standard method for glaciological drilling projects and would then add substantially to information about glacier sliding, glacier erosion, and water flow at the glacier bed or in subglacial aquifers.
The partially cold tongue of Grubengletscher rests on unconsolidated sediments of considerable thickness (around 100 m or more) which contain groundwater. This example illustrates how electrical resistivity soundings of glacier beds can raise new questions as to the fundamentals of glacier movement and glacier erosion: how does a glacier slide on deformable, water-bearing sediments which have an obviously smooth surface (cf. Reference IkenIken, 1981), and, how can a glacier rest on a thick accumulation of subglacial sediments if deformation of such sediments and, hence, strong glacial erosion, are important aspects of glacier sliding (cf. Reference Boulton and JonesBoulton and Jones, 1979; Reference HaeberliHaeberli, 1981)?
Acknowledgements
Thanks are due to the colleagues who helped with the field work, to Dr H. Röthlisberger who critically read the manuscript, to P. Alean who edited the English, and to W. Nobs who prepared the figures.