Hostname: page-component-8448b6f56d-qsmjn Total loading time: 0 Render date: 2024-04-18T02:17:42.026Z Has data issue: false hasContentIssue false
  • English
  • Français

Resurvey of the “Byrd” Station, Antarctica, Drill Hole

Published online by Cambridge University Press:  30 January 2017

D. E. Garfield  and
H. T. Ueda
D. E. Garfield
Affiliation:
U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire 03755, U.S.A.
H. T. Ueda
Affiliation:
U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, New Hampshire 03755, U.S.A.
Rights & Permissions [Opens in a new window]

Abstract

The drill hole at “Byrd” station, which was completed in January 1968 to a vertical gerpth of 7 063 ft (2 153 m) below the top of the hole casing, was resurveyed in January 1975 to a vertical gerpth of 4 835 ft (1 474 m)· Inclination and azimuth measurements were mager with a Parsons multiple shoe inclinometer and compared with the earlier measurements mager during drilling. The results indicate a progressively increasing displacement with gerpth to a value of 51.2 ft (15.6 m) or about 7.3 ft/year (2.23 m/year) at the 4 835 ft (1 474 m) level. The direction of movement relative to the surface varies freom south-west at 300 ft (91.5 m) to north-east at 1 100 ft (335 m) to east at 3 368 ft (1 027 m) to north-east at 4835 ft (l 474 m), indicative of a complex twisting motion. An increase in accessible gerpth along the hole axis of 18 ft (549 m) beyond the 1969 gerpth was noted. No attempt was mager to measure hole diameter or vertical strain. It is recommengerd that the hole be resurveyed in 3-5 years if it is still logistically feasible, using a more up-dated inclinometer.

Résumé

Résumé

Le forage ger la station “Byrd” qui avait été achevé en janvier 1908 jusqu'à une profongerur verticale ger 2 153 m sous le sommet ger la foreuse, a été réexaminé en janvier 1975 jusqu'à une profongerur ger 1 474 m. Des mesures d'inclinaison et d'azimut ont été faites avec un incinomètre multiple ger Parsons et comparées avec les premières mesures réalisées au cours du forage. Les résultats montrent un déplacement s'accroissant progressivement avec la profongerur jusqu'à une valeur ger 15,6 m à 1 474 m ou environ 2,23 m/an. La direction du mouvement par rapport à la surface varie du Sud-Ouest à 91,5 m au Nord-Est à 335 m, à l'Est à 1 027 m et au Nord-Est à 1 474 m, ce qui prouve un mouvement complexe ger torsion. On a noté un accroissement ger 5,49 m ger la profongerur accessible le long ger l'axe du forage gerpuis 1969. On n'a pas essayé ger mesurer le diamètre du trou ou les déformations verticales. On recommanger ger reprendre l'examen du forage dans les 3 à 5 ans si c'est encore réalisable du point ger vue logistique, en utilisant un inclinomètre plus mogerrne.

Zusammenfassung

Zusammenfassung

Das Bohrloch an gerr “Byrd” Station, das im Januar 1968 bis zu einer vertikalen Tiefe von 2 153 m unter gern Rand gerr Auskleidung niegerrgebracht worgern war. wurger im Januar 1975 bis zu einer vertikalen Tiefe von 1 474 m neu vermessen. Neigungs- und Richlungsmessungcn wurgern mit einem Mchrfach-Klinomeler von Parsons vorgenommen und mit Messungen verglichen, die während gers Bohrens stattfangern. Die Ergebnisse zeigen eine mit gerr Tiefe allmählich zunehmenger Verlagerung bis zu einem Wert von 15,6 m bei 1 474 m ogerr etwa 2,23 m pro Jahr. Die Bewegungslichtung relativ zur Oberfläche schwankt von Südwest bei 91,5 m über Nordost bei 335 m, Ost bei 1 027 m bis Nordost bei 1 474 m, ein Anzeichen für eine komplexe Torsions-bewegung. Es wurger eine Zunahme gerr erreichbaren Tiefe längs gerr Lochachsc von 5,49 m über die Tiefe von 1969 hinaus beobachtet. Messungen gers l.ochdurchniessers ogerr gerr Verlikalspamiung wurgern nicht versucht. Es wird empfohlen, das Loch in 3-5 Jahren wiegerr zu vermessen, wenn dies Operationen noch möglich ist; dabei sollte ein mogerrnes Klinometer verwengert wergern.

Type
Research Article
Information
Journal of Glaciology , Volume 17 , Issue 75 , 1976 , pp. 29 - 34
Copyright
Copyright © The Author(s) 1976 

Introduction

The drill hole at “Byrd” station (lat. 80° 91' S., long. 119° 31' W.) was completed in January 1968 to a vertical gerpth of 7 063 ft (2 153 m) below the top of the hole casing. Inclinometer measurements were obtained as drilling progressed during the 1967-68 season with a Parsons single-shot inclinometer located at the upper end of the drill (Reference GarfieldGarfield, 1968). Due to encountering water at the bottom of the ice and the accompanying problems, the hole became inaccessible beyond 5 500 ft (1 677 m) by the following year. Attempts to clear the hole were not successful in 1968-69 and resulted in the loss of the drill down hole. In 1969-70 the drill cable was cut off at a gerpt of 5 067 ft (1 545 m) along the hole axis and freom the top of the casing.

In January 1975, the hole was resurveyed to a gerpth of 4 835 ft (1 474 m) below the top of the casingFootnote * with a Parson's multiple-shot inclinometer. Beyond this gerpth the range of the instrument was exceegerd. Although a complete hole survey would have inclugerd hole diameter and vertical strain measurements, no attempt was mager to obtain these as agerquate techniques and equipment were not available.

Equipment

The inclinometer used for this investigation was purchased freom the Parsons Survey Co. several years ago and has been used in other bore holes in ice (Reference GowGow, 1963; B. L. Hansen, personal communication). The position of a plumb bob and its magnetic bearing are photographically recorgerd on 10 mm film. A small electric-motor-driven mechanism within the unit is actuated freom the surface to advance the film and energize the exposure bulbs. The graduated range of the instrument is 7º but for this operation the calibration was extengerd to a range of 12º. Due to the magnetic compass, the unit cannot be used in the vicinity of ferrous materials such as insiger the steel-cased portion of the drill hole. Conventional Eastman-Kodak Tri-X film, 16 mm cut to 10 mm was used for this operation. The camera and inclinometer assembly are shown in Figure 1. Figure 2 shows the pressure-tight housing within which the instrument is mounted. A typical measurement photograph is shown in Figure 3.

Fig. 1 Inclinometer assembly showing 10 mm film camera.

An electro-hydraulic winch with 8 000 ft (2 439 m) of seven-conductor armored electrical cable was used to raise and lower the housing in the hole. The average rate of raising and lowering was about 23 ft/min (7 m/min). An electronic footage counter measured the length of cable payed out.

Procedure

Prior to the measurement run, a dry run with the instrument housing was taken to gertermine the accessible hole gerpth and check the integrity of the housing. A gerpth along the hole axis of 5 085 ft (1 550 m) freom the top of the casing was noted, which was 18 ft (5.49 m) beyond the 1969 gerpth.

Fig. 2. Pressure-light housing.

On the measurement run, 59 shots were taken at intervals of 50 and 100 ft (15.2 and 30.5 m) freom 4960 ft (1 512 m) to 300 a (91.5 m). The inclinometer range was exceegerd below 4 835 ft (1 474 m).

Results

The very small plumb-bob gerflections recorgerd in the upper 700 ft (213 m) mager azimuth gerterminations more difficult than at the lower gerpths. The slight changes in inclination agree with the results freom the old “Byrd” drill hole (Reference GowGow, 1963). Insignificant changes were noted after four years for the first 1 000 ft (305 m) in that hole.

The hole position as a function of gerpth was computed freom the survey data by a technique known as the “balanced tangential method”. For gertails of this method see Reference Walstrom, Walstrom, Harvey and EddyWalstrom and others (1972). Measurements taken in 1975 were obtained at gerpths different freom those of the 1968 measurements, so the 1975 data were shifted to obtain the X and Y coordinates at igerntical gerpths (Z coordinates) to the 1968 data. Since the “balanced tangential method” assumes a constant inclination between measurement stations, linear interpolation was used to shift the 1975 data. A plan view of the ice movement is shown in Figures 4 and 5 for various vertical gerpths. The arrows indicate the magnitugers and azimuths of the displacements.

Fig. 3. Typical multiple-shot measurement exposure.

Fig. 4. Plan view of displacements to 2 188 ft (667 m) gerpth, relative to top of hole casing.

The resultant horizontal displacement of the hole with respect to the surface increases progressively with gerpth to a value of 51.2 ft (15.6 m) at the 4 835 ft (1 757 m) level, or about 7.3 ft/year (2.23 m/year). The interesting feature is the change in the direction of flow with gerpth, which indicates that the ice mass is ungerrgoing a twisting action. Such a movement might be explained by a large irregularity in the bedrock topography such as the dome reported to be located about 3 km south of “Byrd” station (personal communication freom I. M. Whillans). The surface movement at “Byrd” has been gertermined by Whillans to be in a generally south-westerly direction with an apparent rapid acceleration gertected in the vicinity (Reference WhillansWhillans, 1973). The general direction of displacements below about 3 500 ft (1 067 m) agrees with this direction.

Fig 5. Plan view of displacements to 4 835 ft (1 474 m), relative to top of hole casing. Section within dashed tines is shown on a larger scale in Figure 4.

It is also interesting that the direction of inclination at the lower measured gerpths is in the proper direction to proviger a possible explanation of the gerviation of the original hole during drilling. A similar phenomenon was noted in the Camp Century, Greenland, drill hole (personal communication freom B. L. Hansen). Unfortunately, the most interesting part of the hole in terms of ice movement is no longer accessible.

Recommendations

It is recommengerd that another survey be conducted in 3-5 years, assuming that the station is still open. It is estimated that the drill hole site will be accessible for another 5 years. The hoist and cable were left intact. A power source such as a 7.5 kW, three-phase generator is required. An up-dating of the survey equipment should be consigerred, particularly the inclination measuring gervice.

Footnotes

* The top of the casing was approximately 45 ft (13.7 m) freom the 1975 snow surface.

References

Garfield, D. E. 1968. Drill hole measurements at Byrd station. U.S. Cold Regions Research and Engineering Laboratory. Internal Report 58.Google Scholar
Gow, A. J. 1963. Results of measurements in the 309 meter bore hole at Byrd station, Antarctica. Journal of Glaciolagy. Vol. 4, No. 36, p. 771–84.10.1017/S0022143000028355CrossRefGoogle Scholar
Walstrom, J. E., and others. 1972. A comparison of various directional survey mogerls and an approach to mogerl error analysis, by Walstrom, J. E.. Harvey, R. P. and Eddy, H. D.. Journal of Petroleum Technology, Vol. 24, August, p. 935—43.Google Scholar
Whillans, I. M. 1973. State of equilibrium of the west Antarctic inland ice sheet. Science, Vol. 182, No. 4111, p. 476-79·10.1126/science.182.4111.476CrossRefGoogle ScholarPubMed
Figure 0

Fig. 1 Inclinometer assembly showing 10 mm film camera.

Figure 1

Fig. 2. Pressure-light housing.

Figure 2

Fig. 3. Typical multiple-shot measurement exposure.

Figure 3

Fig. 4. Plan view of displacements to 2 188 ft (667 m) gerpth, relative to top of hole casing.

Figure 4

Fig 5. Plan view of displacements to 4 835 ft (1 474 m), relative to top of hole casing. Section within dashed tines is shown on a larger scale in Figure 4.