分岐および合流管の水頭損失に対する考察
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概要
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We have, in the hydraulic laboratory of Waseda University, determined the coefficients of loss of head due to separation of one stream into two with Right-angled branch pipes, the main being 38.2 mm in diameter, and the branches of three kinds, respectively 38.2,25.8 and 13.2 mm in diameters. The results have been compared with those obtained by Vogel and Kinne. Next we have performed experiments on a 7.9/7.9 right-angled branch pipes when two streams combine into one and compared the results with those obtained by Kasai and by Vogel and Kinne. After making invetingations a lot of important explanations has been done about the coefficients thus obtained.
- 社団法人日本機械学会の論文
- 1951-10-20
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関連論文
- 〔76〕自由噴流の形とその技術的応用〔H.W.Hahnemann, Forsch.ing.-Wess., 1952, Bd.18, Nr.2., s.45〜55, 図4, 表7〕
- 〔29〕直接目盛の少量用流量計〔J.G.Lavender and C.R.Webb, Engg., 1951-5-25, Vol.171, No.4452, p.619〜621, 図9, 表6〕
- 〔205〕定常流および脈動流に対する臨界レイノルズ数〔Professor L.J.Kastner & Dr.S.H.Shih, Engg., 1951-9-28, p.389〜391, 図4, 表1〕
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