Flow of water through submerged orifices and short tubes with mouthpieces . 2 20° (1-2) 5° (1-2) S f, i id (1-2) 3 (1-5) 5° 4 20° (1-2) 10° (1-2) A/f 5 20° (1—3) 15° (1-5) 6 30° (1-2) 10° (1-2) 7 30° (1-2) 50° (1-2) + + 8 45° (1-2) 45° (1-2) ffof + + 9 60° (1-2 ) 60° (1-2) + + ?fife 65. Table 13 Coefficients of Discharge and Loss for a 12—in. diam-eter Short Pipe with Tfiiig—Wall Entrance Mout

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Flow of water through submerged orifices and short tubes with mouthpieces . 2 20° (1-2) 5° (1-2) S f, i id (1-2) 3 (1-5) 5° 4 20° (1-2) 10° (1-2) A/f 5 20° (1—3) 15° (1-5) 6 30° (1-2) 10° (1-2) 7 30° (1-2) 50° (1-2) + + 8 45° (1-2) 45° (1-2) ffof + + 9 60° (1-2 ) 60° (1-2) + + ?fife 65. Table 13 Coefficients of Discharge and Loss for a 12—in. diam-eter Short Pipe with Tfiiig—Wall Entrance Mouth—pieces. Discharge in Air — MeasuPedover 5-ft. leir. Discharge EndFlowing Full. ,7ing—Ws11 HeadMouthpiece ft. ActualAv Ve-locityft .pe Coeffi- c ie ntof Dis-charge Coeffi-cientof Loss m iTo . of Experi—ments Averaged Hone Inv/atdProjecting 0° 15° 30° 45° 90°Straight-?all Flush 1 1 1 1 1 0,71 2 1.

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Keywords: ., bookcentury1900, bookdecade1910, booksubjecthydraulics, bookyear1