An Elementary Treatise On Hydromechanics With Numerous Examples

Cover An Elementary Treatise On Hydromechanics With Numerous Examples
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0686 . 0527 . 0457 . 0415 . 0387 . 0365 . 0349 . 0336 . 0325 * = 1 li H 2 3 4 6 8 12 /= . 0315 . 0297 . 0284 . 0265 . 0243 . 0230 . 0214 . 0205 . 0193 EXAMPLE.
The length of a water-pipe is 5780 feet, the head of water is 170 feet, and the diameter of the pipe is 6 inches. Re- quired the velocity of discharge.
By (6), we have : 2380xl70x. 5 5780 12(5780 + 54 x. 5) = 5. 81.
By (8), we have v = 2380^170 x_. 5 _ _!_ 5780 12 ~~ By (8) of Art. 104, we have v = 47. 9A/ 170 x. 5 5780 + 54 x. 5 By (9)
...of Art. 104, we have v = 47. 9A/ = 5. 8 feet, nearly.
170 x. 5 5780 = 5. 8.
It will be observed that these results are very nearly the same.
106. The Quantity Discharged from Pipes. Let Q be the number of cubic feet discharged per second; then Q is given by the formula THE QUANTITY DISCHARGED FROM PIPES. 195 Q = ^

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