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High rock-fill dam designed with jointed concrete face
Design and first steps of construction of Salt Springs dam being built on Mokelumne River in California; reinforced-concrete panel slab 1 to 3 ft. thick, waterproofs upstream face, which is arched upstream in plan; details of joints in facing slab; 48,000 sec.-ft. spillway is 650 ft. long, 15.5 ft. below crest, will take care of run-off of 300 sec.-ft. per sq. mi.
High rock-fill dam designed with jointed concrete face
Design and first steps of construction of Salt Springs dam being built on Mokelumne River in California; reinforced-concrete panel slab 1 to 3 ft. thick, waterproofs upstream face, which is arched upstream in plan; details of joints in facing slab; 48,000 sec.-ft. spillway is 650 ft. long, 15.5 ft. below crest, will take care of run-off of 300 sec.-ft. per sq. mi.
High rock-fill dam designed with jointed concrete face
Eng News-Rec
Steele, L.C. (author)
Engineering News-Record ; 104
1930
4 pages
6 Figs.
Article (Journal)
English
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