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Details of constant-radius concrete-arch type structure, designed to impound estimated capacity of 112,500 cu. ft. of water; was poured entirely by gravity from construction trestle across top, from concrete plant located high on canyon side; foundations and abutments; drilling tunnel; power-house equipment.
Details of constant-radius concrete-arch type structure, designed to impound estimated capacity of 112,500 cu. ft. of water; was poured entirely by gravity from construction trestle across top, from concrete plant located high on canyon side; foundations and abutments; drilling tunnel; power-house equipment.
The Melones dam and power project
Contractors' Engrs.' Monthly
Wilkins, F. (author)
1926
6 pages
6 Figs.
Article (Journal)
English
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The melones M. Co. Dam, Stanislaus River, Cal
Engineering Index Backfile | 1902
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