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Construction features of Chats Falls development
Construction of hydroelectric power development on Ottawa River, having ultimate capacity of 280,000 hp; building of cofferdams; excavation of 300,000 cu yds of rock; method of handling resulting material; concrete plant placed about 140,000 cu yd; handling of 11, 000 tons of equipment and steel; construction of low earth dam, 4300 ft long, requiring excavation of 186,000 cu yd. (see also Contract Rec v 47 n 18 and 23 May 3 1933 p 433-7 and June 7 p 573-6)
Construction features of Chats Falls development
Construction of hydroelectric power development on Ottawa River, having ultimate capacity of 280,000 hp; building of cofferdams; excavation of 300,000 cu yds of rock; method of handling resulting material; concrete plant placed about 140,000 cu yd; handling of 11, 000 tons of equipment and steel; construction of low earth dam, 4300 ft long, requiring excavation of 186,000 cu yd. (see also Contract Rec v 47 n 18 and 23 May 3 1933 p 433-7 and June 7 p 573-6)
Construction features of Chats Falls development
Eng J
Trotter, H.L. (author) / Dick, J. (author)
Engineering Journal ; 16
1933
2 pages
Article (Journal)
English
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