1966/67

The Antarctic program began at Byrd Station (80^˚91^’ S, 119^˚31^’W, 1530ma.s.l. mean annual temperature –28^˚C) in November 1966 (Reference Ueda and GarfieldUeda and Garfield, 1969). The drilling site was located at the south end of the main station tunnel. The first task was to open a borehole through about 6 m of snow cover and through the steel arch roof. A thermal drill with an oversized core barrel was then set up in the tunnel to drill a 76m deep borehole for the 178mm o.d. casing. It took until 2 February 1967 to complete setting up the operation, which included preparing the work site, constructing a workshop, opening the tunnel so that the winch (Fig. 2) and cargo could be brought in, erecting the tower and installing the casing. Figure 3 is an overall view of the operation.

Fig. 2. Winch set-up in main tunnel, 1966.

Fig. 3. Overall drilling set-up, Byrd Station, 1966.

Drilling with the electrodrill began on 3 February 1967 with five runs reaching 105 m. Drilling was conducted initially with the diamond bit and only enough glycol solution in the borehole to cover the drill. Trouble occurred on run 93 at 106m when the drill became bound up and could not be raised. After pouring glycol down the borehole and waiting and trying for 4 days, the drill was retrieved. A depth of 217 m (229m from the snow surface) was reached by 18 February 1967 to end the season.

1967/68

The 1967/68 season started in late October. All of the stored barrels of concentrated glycol were frozen solid as the freezing point was –12^˚C, so a thawing technique utilizing an enclosure and a space heater was devised. The process was slow but effective. An inclinometer enclosed in a stainless-steel housing was mounted on top of the drill. The initial borehole inclination was measured to be 0.5^˚.

Drilling began on 1 November 1967 with run 100, and a two-shift 24 hours per day, 6 days per week operation was started 2 days later. Power was 8.0–8.5kW, with only about 1 kW used for drilling, the remainder being consumed in the circulation of fluid. Penetration rates were up to 20 cm min^–1 with good quality cores (Fig. 4). However, the borehole inclination increased slowly until it reached 15^˚ at the end of drilling, despite attempts to correct or retard it. Penetration per run was reduced from 5.5 to 3.0 m from the 600– 1150 m depth, and the drilling rate greatly decreased, in an effort to slow the inclination rate.

Fig. 4. Core from 1982 m depth, Byrd Station, 1968.

Numerous problems plagued the operation almost from the beginning, the most serious of which involved the gear reducer and motor of the drill and various hydraulic components of the winch. The winch problem was due to an inability to keep the hydraulic oil within the design temperature. Of the 16 hydraulic pumps and motors in the winch, seven became excessively worn or completely inoperative, resulting in a 40% reduction in the hauling rate. On run 399 a hydraulic pump failure occurred with the drill down-hole at 1250 m. It took 3 days before the drill could be hauled out of the borehole. The core was in surprisingly good condition.

On run 375 the diamond cutter was replaced with the steel cutter. It required less overall power (7.5 kW) and less drill weight to penetrate at 9.5 cm min^–1. Late in the season the TCE supply had been exhausted, so the glycol solution was left in the borehole in lieu of the borehole fluid. The solution sent down on each run was normally slightly rich as a precautionary measure, and as a result there were indications that the borehole size increased as the solution approached equilibrium. The anti-torque springs became less effective and most of the counter-torque was apparently being provided by the armored cable. Also, as the ice temperature increased with depth (Fig. 5), the dilute solution in the bailer began to freeze on the trip up the borehole.

Fig. 5. Byrd Station temperature profile, 1968.

On run 544 the power became erratic while drilling 3.1 m to 2147m vertical depth from the top of the casing. The steel bit was badly worn and there was black sandy possibly volcanic material on the bottom of the core.

On run 545 a diamond bit without a core catcher was tried. It drilled 3.5 m to 2151 m and retrieved a 2.1 m core frozen in the core barrel containing several fine-grained granitic-type stones up to 5 cm in diameter. The fluid level was 181 m and the glycol level was 1768m from the top of the casing.

On run 546 with no core catcher, after 46 min of drilling the power meter showed a decrease of 2 kW and an increase in the weight indicator. After 2 min the power returned to normal and drilling continued for another 15 min to a depth of 2154 m. Again, a core was frozen in the core barrel. A 2.28 m core was discovered in the upper section of the core barrel containing ice and rock debris with the top 1.24m separated from the bottom portion by glycol ice. The core contained grey to black rock fragments, pebbles of red granite and layers of coarse sand with relatively clear ice in between. The lower section of core consisted of refrozen water which was not brackish to the taste.

On run 547 the bottom was 1.5 m above the previous run and it was noticed that the glycol level rose 43 m from run 545 and that the glycol was becoming thick and slushy. Only about 0.3m was drilled due to problems with the drill gear reducer. Damage from the water freezing within the drill on the trip up the borehole became evident. It took 8 hours to thaw out the drill and prepare it for another run.

On run 548 the fluid level in the borehole was noted to be about 100m above that of run 545 and the glycol level was 58 m. The bottom of the borehole was still 1.2 m less than on run 546. Penetration was only about 18cm when the power level became erratic and there were indications of binding. A 44 cm core of ice containing rock debris was found at the top of the core barrel. More damage from refrozen water was noted.

Runs 549 and 550 consisted of several unsuccessful core-retrieval attempts. Bottom was at 2153 m.

On run 551 a cutter coated with tungsten carbide and a short core barrel were tried and drilled about 0.6 m but could not retrieve a core. Clay-like particles and the formation of rust were noticed on the drill. The carbide was completely worn off the teeth, and abrading of the cutter body and the lower 100 cm of the core barrel was visible.

On run 552 the diamond bit and the long core barrel were reinstalled. The bottom was at 2153m and after drilling about 1.2 m at erratic power levels the drill began to bind up and appeared stuck. A pull in excess of 4.5 kN failed to move the drill. It was finally freed by restarting the drill motor. Upon reaching the surface, parts of the drill were again severely damaged from the freezing water. One more core-retrieval run was attempted. The drill stopped at about (the run notes were incomplete) 2153 m, and two attempts to grab a sub-ice core failed. Further attempts to obtain a sample were terminated. It was concluded that a thin layer of water was penetrated at a depth of 2165 m (7101 ft) from the snow surface.

Cores averaged 11.4 cm in diameter and 3–6m in length, increasing in quality with depth. Power input was 7.5– 9.0 kW. Drilling rates averaged 21 md^–1 despite the periods of down time when no drilling could be accomplished, and 30–36md^–1 was achieved even at the lower depths.

1968/69

In 1968/69 the decision was made to clean out the deep borehole and try to recover a sub-ice core. Soil samplers and an ‘NX’ size core barrel designed to produce a 76mm diameter borehole and a 48 mm diameter core were ready to be attached to the electrodrill for sub-ice sampling. It was found that the slushy glycol solution was too thick to bail and it was necessary to drill through it. Near the bottom of the inclined borehole the drill started a new borehole and on 1 February 1969 the drill became stuck at 2100 m. In 1969 a recovery tool was employed without success and on 11 December 1969 the cable was severed at 1545 m from the top of the casing with an explosive wire line-cutter. Subsequent borehole surveys were possible to a depth of 1554m (Reference Hansen and GarfieldHansen and Garfield, 1969).