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December 1946

Volume:
21
Issue:
12
Editorial:
Variable pipe system (7) General theory of water hammer

The forced ducts, especially when their length is considerable, can suffer in the changes of regime of circulation overpressures and depressions of water hammer, the magnitude of which endangers their integrity. On the other hand, if it were to ensure that vital lines were calculated taking into account such overpressures and pressures would result in uneconomic results.

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Variable pipe system (7) General theory of water hammer

Year:
December 1946
Volume:
21
Issue:
12
Author:
J. PASTOR RUPEREZ

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© Engineering Journal Dyna 2006 - Publicaciones Dyna, S.L

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