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Design, fabrication and installation of 22-ft. Diameter penstocks
Steel penstocks 22 ft in diam for earth and rock fill Davis dam were designed for total head of 187 ft; steel has minimum tensile strength of 50,000 psi and minimum yield point of 27,000 psi; design stress of 13,500 psi was used; unstable foundation required design of penstocks that consisted of individual pipe sections connected with flexible watertight joints; data on joint design.
Design, fabrication and installation of 22-ft. Diameter penstocks
Steel penstocks 22 ft in diam for earth and rock fill Davis dam were designed for total head of 187 ft; steel has minimum tensile strength of 50,000 psi and minimum yield point of 27,000 psi; design stress of 13,500 psi was used; unstable foundation required design of penstocks that consisted of individual pipe sections connected with flexible watertight joints; data on joint design.
Design, fabrication and installation of 22-ft. Diameter penstocks
Western Construction
Bier, P.J. (Autor:in)
Western Construction ; 26
1951
4 pages
Aufsatz (Zeitschrift)
Englisch
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