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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. (author)
Transactions of the American Society of Civil Engineers ; 84 ; 486-509
2021-01-01
241921-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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