Hydraulic Tables for the Calculation of the Discharge Through Sewers Pipes And
Hydraulic Tables for the Calculation of the Discharge Through Sewers Pipes And
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In our eReader you can find the full English version of the book. Read Hydraulic Tables for the Calculation of the Discharge Through Sewers Pipes And 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 Hydraulic Tables for the Calculation of the Discharge Through Sewers Pipes And
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In Table 1 and opposite 6 feet diameter the value of ac^/r~ is 3702. 3, and in Table 2 opposite 1 in 600 the value of *JT i& . 040825, substitute these values in formula (5) Q = ac^/r X \/~s and we get Q = 3702. 3 X . 040825 = 151. 15 cubic feet per second, the discharge of the cir- cular sewer. Now substitute this dis- charge and the velocity above given 5 feet per second in formula (6) a= and we get a^= ' z 30. 23 square feet, the o area at two-thirds depth of the egg-shaped sewer. In column ...2 of Table 4 the nearest area to this is 30. 317 opposite a transverse diameter of 6 feet 4 inches, therefore the dimensions of egg-shaped sewer are 6 feet 4 inches by 9 feet 6 inches.
At the same time take out the value of a c ^/r~ opposite 6 feet 4 inches, which is 4811. 9. Substitute this and also the value of Q found in formula (8) O A/S = ^==. 031412 ocyf and this not being found in Table 1, square each side and $=. 0009867, = 1013 nearl y> therefore . 0009867 the slope of egg-shaped sewer is 1 in 1013 and its size 6 feet 4 inches by 9 feet 6 inches.
What to read after Hydraulic Tables for the Calculation of the Discharge Through Sewers Pipes And?
You can find similar books in the "Read Also" column, or choose other free books by P J Patrick John Flynn to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
In Table 1 and opposite 6 feet diameter the value of ac^/r~ is 3702. 3, and in Table 2 opposite 1 in 600 the value of *JT i& . 040825, substitute these values in formula (5) Q = ac^/r X \/~s and we get Q = 3702. 3 X . 040825 = 151. 15 cubic feet per second, the discharge of the cir- cular sewer. Now substitute this dis- charge and the velocity above given 5 feet per second in formula (6) a= and we get a^= ' z 30. 23 square feet, the o area at two-thirds depth of the egg-shaped sewer. In column ...2 of Table 4 the nearest area to this is 30. 317 opposite a transverse diameter of 6 feet 4 inches, therefore the dimensions of egg-shaped sewer are 6 feet 4 inches by 9 feet 6 inches.
At the same time take out the value of a c ^/r~ opposite 6 feet 4 inches, which is 4811. 9. Substitute this and also the value of Q found in formula (8) O A/S = ^==. 031412 ocyf and this not being found in Table 1, square each side and $=. 0009867, = 1013 nearl y> therefore . 0009867 the slope of egg-shaped sewer is 1 in 1013 and its size 6 feet 4 inches by 9 feet 6 inches.
What to read after Hydraulic Tables for the Calculation of the Discharge Through Sewers Pipes And?
You can find similar books in the "Read Also" column, or choose other free books by P J Patrick John Flynn to read onlineMoreLess
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