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Engineering Geology for the Snowy Mountains Scheme

Fig 11.—Kosciusko Dam Site, Spencer—s Creek />

Fig 11.—Kosciusko Dam Site, Spencer—s Creek

Kosciusko Dam Sites.

—The sites being investigated for the proposed Kosciusko Dam on Spencer’s Creek, a tributary of the upper Snowy River, are in considerable contrast to those already described. This region, above 5,600 feet above sea-level, is within the area affected by the first and second stages of the Pleistocene glaciations. Upper Spencer’s Creek and tributaries occupy broad flat-bottomed valleys shaped by valley glaciers of the second stage of glaciation. A large terminal moraine, the David Moraine, lies across the valley of Spencer’s Creek, rising 150 feet above creek level near where the road to the Kosciusko summit crosses the creek. This moraine dammed the creek which eventually broke through at one end of the moraine, through a comparatively narrow gap.

This constriction in the otherwise wide valley of Spencer's Creek appears on surface topography to be an attractive site for a dam to the height of about 90 feet, with a good storage basin in the wide glaciated valleys upstream. Conditions at the site (Site 2) as shown by geological mapping, exploration by seismic refraction, drilling and trenching, are shown on Fig. 11. The right abutment consists of granite in situ weathered to shallow depths. The granite bedrock slopes gradually downwards under the creek bed to a maximum depth of about 300 feet under the centre of the David Moraine, which forms the left abutment of the site, before rising. The granite represents the glaciated valley floor later buried under moraine.

Details for this article:

Engineering Geology for the Snowy Mountains Scheme

X

Author: Moye, D. G (1955)

Article Title: Engineering Geology for the Snowy Mountains Scheme

From: J.I.E.Aust., Vol. 27 No.10 pp287-298

Other Available Articles

Engineering geology for the Snowy Mountains Scheme

Moye, D.G. (1955)

Engineering geology for the Snowy Mountains Scheme.

J.I.E.Aust., Vol. 27 No.10 pp287–298

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Moye, D.G. (1958)

Rock Mechanics in the Investigation and Construction of T.1 Underground Power Station, Snowy Mountains, Australia

In Engineering Geology Case Histories No.3 123–54 Geological Society of America 69 (12) p.1617

Existence of high horizontal rock stresses in rock masses.

Moye, D.G. (1962)

Existence of high horizontal rock stresses in rock masses.

Proc. Third Australia-New Zealand Conference on Soil Mechanics and Foundation Engineering. pp 19–22

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J. R. Cleary, H. A. Doyle, D. G. Moye (1964)

SEISMIC ACTIVITY IN THE SNOWY MOUNTAINS REGION AND ITS RELATIONSHIP TO GEOLOGICAL STRUCTURES

Journal of the Geological Society of Australia

Unstable rock and its treatment in the Snowy Mountains Scheme.

Moye, D.G. (1965)

Unstable rock and its treatment in the Snowy Mountains Scheme.

Proc. 8th Commonwealth Mining and Metallurgical Congress, Australia & New Zealand. Vol. 6, p. 423–441.

Diamond drilling for foundation exploration

Moye, D.G. (1967)

Diamond drilling for foundation exploration.

Paper 2150 presented at I.E.Aust. Site Investigation Symposium, September 1966. In Civil Engineering Transactions, with Discussion, April 1967.

Geology in Practice

Moye, D.G. (1970)

Geology in Practice. Presidential Address Section 3, Geology, ANZAAS Meeting.

Australian Journal of Science, 32 (12) June, p454–461.

* This paper was presented when Dan had been Director of Exploration of BHP for 3 years.

Field and Laboratory Tests in Rock Mechanics

Alexander, L. G (1960)

Field and Laboratory Tests in Rock Mechanics

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Discussion at Technical Session No. 9—Rock Mechanics

Alexander, L. G. Moye, D. G. (1960)

Discussion at Technical Session No. 9—Rock Mechanics

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