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Design of Venturi Flumes in Circular Conduits
The results of extensive experimental studies to determine the accuracy and design criteria for Venturi flumes of the type first recommended by Harold K. Palmer and Fred D. Bowlus, Members, ASCE, are presented. The coefficient of discharge for the flumes and the hydraulic aspects of Venturi flow, such as energy criteria, channel slope, submergence, and velocity of approach, are examined. The studies and results show the influence of various flume dimensions, such as throat length, side slope, base height, transitions, and point of depth measurement, on the accuracy of the flume.
Design of Venturi Flumes in Circular Conduits
The results of extensive experimental studies to determine the accuracy and design criteria for Venturi flumes of the type first recommended by Harold K. Palmer and Fred D. Bowlus, Members, ASCE, are presented. The coefficient of discharge for the flumes and the hydraulic aspects of Venturi flow, such as energy criteria, channel slope, submergence, and velocity of approach, are examined. The studies and results show the influence of various flume dimensions, such as throat length, side slope, base height, transitions, and point of depth measurement, on the accuracy of the flume.
Design of Venturi Flumes in Circular Conduits
Wells, Edwin A. (Autor:in) / Gotaas, Harold B. (Autor:in)
Transactions of the American Society of Civil Engineers ; 123 ; 749-771
01.01.2021
231958-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Design of Venturi flumes in circular conduits
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|Adaption of venturi flumes to flow measurements in conduits
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|Critical flow meters (venturi flumes)
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