A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Pressures in penstocks caused by the gradual closing of turbine gates
Determined from Professor Joukovsky's theory of maximum water hammer. Solution of problem by trial-and-error method is first given, and then formulaaee are derived that cover governor time and relation between stroke and gate movement.
Pressures in penstocks caused by the gradual closing of turbine gates
Determined from Professor Joukovsky's theory of maximum water hammer. Solution of problem by trial-and-error method is first given, and then formulaaee are derived that cover governor time and relation between stroke and gate movement.
Pressures in penstocks caused by the gradual closing of turbine gates
Proc. Am. Soc. Civ. Engrs., Papers discussions
Gibson, Norman R. (author)
Penstocks
1919
34 pages
9 Figs.
Conference paper
English
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Technical Standards for gates and penstocks
| TIBKAT | 1971
Discussion on Pressures in Penstocks
| ASCE | 2021
Closure to Pressures in Penstocks
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Online Contents | 1994