Flow of water through submerged orifices and short tubes with mouthpieces (1915)
Seely, Fred B., b. 1884 · leaf 252
varied from 2 in. to 100 in. The lengthof the tube in every case was 2-1/2 diameters. Diameter ininches 1/8 1/43/81/23/41 1- 1/22 2- 1/2 Coefficient of Discharge 0.910.870.850.850.810.790.770.760.75 Bidone with a circular pipe of 0.13 ft. diameter and length0.22 ft.(l = 1.7) when discharging into… … Figj 25. Compound rube u~ed by Prune is.^.ngle of Divergence, 5°-l. 117 shown in Fig, 35 found values as given in Table 36 fox submergeddischarge. The discharge was measured over a weir some of theheads on which were so small as to make appreciable errors veryprobable. Table 36 includes only values…
Hydraulics · Tubes · Hydrodynamics · Theses
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