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Building a brick-faced concrete-arch dam
Caneadea dam of Rochester Gas and Electric Corporation on Caneadea Creek at junction with Genesee River is constant-angle arch, 140 ft. above streambed, maximum radius 262 ft.; total length 440 ft.; maximum bottom thickness of 44 ft. tapers to 5 ft. near top; spillway is 60 ft. wide, 20 ft. deep; is fully controlled by two all-steel electrically operated vertical sluice gates 20 by 20 ft.; arch faced with 4-in. vitrified paving brick on both sides; plant layout, excavation and stream control; cold-weather precautions. (See also Eng. News-Rec., vol. 101, no. 8, Aug. 23, 1928, pp. 268-272, 7 figs.)
Building a brick-faced concrete-arch dam
Caneadea dam of Rochester Gas and Electric Corporation on Caneadea Creek at junction with Genesee River is constant-angle arch, 140 ft. above streambed, maximum radius 262 ft.; total length 440 ft.; maximum bottom thickness of 44 ft. tapers to 5 ft. near top; spillway is 60 ft. wide, 20 ft. deep; is fully controlled by two all-steel electrically operated vertical sluice gates 20 by 20 ft.; arch faced with 4-in. vitrified paving brick on both sides; plant layout, excavation and stream control; cold-weather precautions. (See also Eng. News-Rec., vol. 101, no. 8, Aug. 23, 1928, pp. 268-272, 7 figs.)
Building a brick-faced concrete-arch dam
Clay-Worker
Reutershan, H.W. (Autor:in)
Clay Worker ; 90
1928
2 Figs.
Aufsatz (Zeitschrift)
Englisch
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Building a brick-faced concrete-arch dam
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