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The weirs were placed at the ends of suitable channels from which the discharge passed into a calibrated weighing tank with a capacity of 20 tons. Time was noted on a stop-watch electrically operated by the weighing scales. The elevation head on the weir was measured by a piezometer and at least one hook-gauge.
The weirs were placed at the ends of suitable channels from which the discharge passed into a calibrated weighing tank with a capacity of 20 tons. Time was noted on a stop-watch electrically operated by the weighing scales. The elevation head on the weir was measured by a piezometer and at least one hook-gauge.
Parabolic Weirs
Greve, F. W. (Autor:in)
Transactions of the American Society of Civil Engineers ; 84 ; 486-509
01.01.2021
241921-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Engineering Index Backfile | 1921
|Engineering Index Backfile | 1921
ASCE | 2021
|ASCE | 2021
|Flow Equations for Parabolic and Elliptical Weirs
Online Contents | 1996
|