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Basic considerations of concrete gravity dam, 307.5 ft high and 1285 ft long; design figures used in analyzing stresses; foundation problem; rainfall and run-off data for watershed; results of laboratory tests on sluice outlet; hydraulic design of overflow spillway of 130,000 cu ft capacity.
Basic considerations of concrete gravity dam, 307.5 ft high and 1285 ft long; design figures used in analyzing stresses; foundation problem; rainfall and run-off data for watershed; results of laboratory tests on sluice outlet; hydraulic design of overflow spillway of 130,000 cu ft capacity.
Design of Hiwassee dam
Civ Eng (NY)
Pearce, C.E. (author)
1940
4 pages
Article (Journal)
English
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