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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.
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.
On the Behavior of Siphons
Stevens, J. C. (Autor:in)
Transactions of the American Society of Civil Engineers ; 99 ; 986-1005
01.01.2021
201934-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Engineering Index Backfile | 1934
|Engineering Index Backfile | 1934
|Engineering Index Backfile | 1933
|Engineering Index Backfile | 1945
|Closure to “Stevens on the Behavior of Siphons”
ASCE | 2021
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