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Consequence of closure of headgate of head race canal containing surge tank
Previously used 2 methods for study of transient regime resulting from linear closure of gate are applied to hydroelectric plant with characteristics, L=57 m; f=6.16 sq m; F=28 sq m; S=0.23 sq m; a=1140 m/sec; Q=12 cu m/sec; when operation is rapid important overpressures can take place; comparison of methods and techniques used for determination of overpressures; graphical representation is used.
Consequence of closure of headgate of head race canal containing surge tank
Previously used 2 methods for study of transient regime resulting from linear closure of gate are applied to hydroelectric plant with characteristics, L=57 m; f=6.16 sq m; F=28 sq m; S=0.23 sq m; a=1140 m/sec; Q=12 cu m/sec; when operation is rapid important overpressures can take place; comparison of methods and techniques used for determination of overpressures; graphical representation is used.
Consequence of closure of headgate of head race canal containing surge tank
Consequences de la fermeture d'une vanne placee en tete d'un tunnel d'amenee comportant une cheminee d'e quilibre aval
Escande, L. (author) / Thirriot, C. (author) / Piquemal, J. (author)
1963
3 pages
Article (Journal)
French
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Closure to Penstock and Surge-Tank Problems
| ASCE | 2021
| ASCE | 2021
Graphical method of investigating oscillations in surge tank supplied by two head race canals
| Engineering Index Backfile | 1959