Engineering Instruments Meters

Cover Engineering Instruments Meters
Engineering Instruments Meters
Edgar a Griffiths
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Diameter 37-0 47-1 0-786 153-4 191-4 2172 269-4 -: 194-6 24fi - , . >..
145-9 187-0 0-780 Water in pipe 104-4 135-5 0-770 0-7125 em. Diameter 65-20 87-07 0-748 22-25 43-2$ 0-514 512-9 733-0 872-0 642-4 : . -;, x 1076 0-799 0-8Q8 , -xln Water in pipe 0-7125 cm. Diameter 102S 1264 0-813 573-9 7572 115-5 648-8 471-5 149-0 863-0 631-3 0-775 0-761 0-747 Water in pipe 1-255 cm. Diameter 893-6 116-1 0-770 240-7 283-6 207-7 317-4 3723 281-8 0-758 0-762 0-745 Water in pipe 2 -855 cm. Diameter 5O4-5 3640
... 256-2 840-0 712-2 5O5-7 0-611 0-511 0-505 Water in diameter 0-7125 cm. Diameter The Telocity at the axis F (maximum) was determined by means of the Pitot tube, and F (mean) is calculated from the quantity discharged.
Values of the log F max. - are plotted as obscissae. The logarithm being used for conTenience in graphical representation. It will be obserred that the Talue of the ratio Taries from 0-5 at the lowest Talue of the speed, i. E. =2500 to 0-81 at the Talue =70 ? 000.
1 i 106 THE MEASUREMENT OF VOLUME [CHAP, iv Velocity cl^ lion 5.


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