afa13
Mechanical
- Jul 19, 2012
- 56
this passage is taken from ASPE:
"A minimum slope of 1/4 in./ft (6.4
mm/m) should be provided for pipe 3 in. (80 mm)
and smaller, 1/8 in./ft (3.2 mm/m) for 4–6-in.
(100–150-mm) pipe, and 1/16 in./ft (1.6 mm/m)
for pipe 8 in. (200 mm) and larger."
If u convert any of the slopes given in english units u get a different value than its given equivalent in metric units as given.
For instance, if u convert 0.5 in/ft u get a slope percentage of 2%. Try and convert its given equivalent(the value between parentheses) 6.4mm/m u get a percentage of 0.64%.
it only works if u use a conversion factor on the upper part (in) and change the unit of the lower part without using a conversion factor for example let us take .25in/ft=6.25mm/ft=6.25 mm/m but that rules out proportionality...does anyone have an understanding of this?
"A minimum slope of 1/4 in./ft (6.4
mm/m) should be provided for pipe 3 in. (80 mm)
and smaller, 1/8 in./ft (3.2 mm/m) for 4–6-in.
(100–150-mm) pipe, and 1/16 in./ft (1.6 mm/m)
for pipe 8 in. (200 mm) and larger."
If u convert any of the slopes given in english units u get a different value than its given equivalent in metric units as given.
For instance, if u convert 0.5 in/ft u get a slope percentage of 2%. Try and convert its given equivalent(the value between parentheses) 6.4mm/m u get a percentage of 0.64%.
it only works if u use a conversion factor on the upper part (in) and change the unit of the lower part without using a conversion factor for example let us take .25in/ft=6.25mm/ft=6.25 mm/m but that rules out proportionality...does anyone have an understanding of this?