WATER HAMMER IN A BRANCHED PIPE
1960 年 1960 巻 66 号 p. 41-49
詳細
1960 年 1960 巻 66 号 p. 41-49
This paper presents the experimental and theoretical results of the effect of water hammer in a surge tank or a branch pipe with restricted-orifice, describing the relationships between the transmission coefficients and the orific-earea ratio, and also between the maximum pressure rise and the closure time of gate.
