The Precise And Therefore Economic Calculation of Pipe Drain And Sewer Dimension
The Precise And Therefore Economic Calculation of Pipe Drain And Sewer Dimension
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For a drain with side slopes of 3 to 1, 21 X 0*47 = say 10, and 7056X100=705, 600, whence the values of 8 are (Table III)- Kutter (n = 0*025) 2*2 ft. And F = 16*12 X 1*43 = 23 cusecs Bazin (i) 2*1 ft. F= 14*69 X 1*52 = 22*33 Bazin (ii) 2*3 ft. F= 17*62 X 1*24= 21*85 5. Very large discharges. General. The dimensions of pipes and drains and sewers to suit very large discharges can be ascertained from the following approximate formulae : WORKING EXAMPLES 21 (a) For pipes and masonry or concrete dr...ains or sewers = 0*013): D5= ioo and io^ respectively (xv) (b) For drains in earth on type II : (i) For Kutter's coefficients with n = 0*025 - (xvi) (ii) For Bazin's (i) coefficients +LF, (iii) For Bazin's (ii) coefficients These formulae are applied as follows : Suppose that for a pipe (n = 0*013) ~ 2000 and F = 200, then Di = (f j_ 200^00. = say38, 000 and from Table VII the value of D is somewhere between 7 ft. And 8 ft.
But as d*= 30, 800 X 12 5 = 7, 664, 025, 600, therefore d = 95 in. More exactly.
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You can find similar books in the "Read Also" column, or choose other free books by C E Housden to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
For a drain with side slopes of 3 to 1, 21 X 0*47 = say 10, and 7056X100=705, 600, whence the values of 8 are (Table III)- Kutter (n = 0*025) 2*2 ft. And F = 16*12 X 1*43 = 23 cusecs Bazin (i) 2*1 ft. F= 14*69 X 1*52 = 22*33 Bazin (ii) 2*3 ft. F= 17*62 X 1*24= 21*85 5. Very large discharges. General. The dimensions of pipes and drains and sewers to suit very large discharges can be ascertained from the following approximate formulae : WORKING EXAMPLES 21 (a) For pipes and masonry or concrete dr...ains or sewers = 0*013): D5= ioo and io^ respectively (xv) (b) For drains in earth on type II : (i) For Kutter's coefficients with n = 0*025 - (xvi) (ii) For Bazin's (i) coefficients +LF, (iii) For Bazin's (ii) coefficients These formulae are applied as follows : Suppose that for a pipe (n = 0*013) ~ 2000 and F = 200, then Di = (f j_ 200^00. = say38, 000 and from Table VII the value of D is somewhere between 7 ft. And 8 ft.
But as d*= 30, 800 X 12 5 = 7, 664, 025, 600, therefore d = 95 in. More exactly.
What to read after The Precise And Therefore Economic Calculation of Pipe Drain And Sewer Dimension?
You can find similar books in the "Read Also" column, or choose other free books by C E Housden to read onlineMoreLess
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