An Elementary Treatise On Hydromechanics With Numerous Examples
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In our eReader you can find the full English version of the book. Read An Elementary Treatise On Hydromechanics With Numerous Examples Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book An Elementary Treatise On Hydromechanics With Numerous Examples
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To quickly assess the difficulty of the text, read a short excerpt:
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 = ^
What to read after An Elementary Treatise On Hydromechanics With Numerous Examples?
You can find similar books in the "Read Also" column, or choose other free books by Edward a Edward Albert Bowser to read online
To quickly assess the difficulty of the text, read a short excerpt:
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 = ^
What to read after An Elementary Treatise On Hydromechanics With Numerous Examples?
You can find similar books in the "Read Also" column, or choose other free books by Edward a Edward Albert Bowser to read online
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