Research Article
Jan 1934
On the Behavior of Siphons
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 99, Issue 1
Abstract
Results of field tests of three siphons having nominal capacities of 100, 250, and 500 sec-ft, respectively, are presented in this paper. Important effects of cavitation are disclosed. Pressure gradients as well as pseudo, and true, energy lines are given. A simplified conception of the action of siphons is presented, involving an analogy to free flow and submerged orifices. There is also offered a method of comparing siphons by a standardized coefficient of flow and a standard expression for the efficiency of a siphon.
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© 1934 American Society of Civil Engineers.
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Published in print: Jan 1934
Published online: Feb 10, 2021
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J. C. Stevens, M.ASCE
Cons. Hydr. Engr. (Stevens & Koon), Portland, Ore.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.