roadapple
Mechanical
- Apr 13, 2006
- 50
I need a jump start on old fluid equations.
I have a piping manifold as follows:
14 inch header pipe with two 35 foot parallel branches (8 inch pipe) coming off one side. On each 35 foot pipe I have discharge flanges (4" 150#) set in pairs at 5 locations (10 discharge locations on each run of 35' pipe).
If I know my 14 header pipe is being supplied with water at 50 psi - what will the flow rates and pressure drops be the the discharge flanges as you move further and further way from the header?
ideas?
roadapple
Can someone direct me to an example? I can't find an example close enough.
I have a piping manifold as follows:
14 inch header pipe with two 35 foot parallel branches (8 inch pipe) coming off one side. On each 35 foot pipe I have discharge flanges (4" 150#) set in pairs at 5 locations (10 discharge locations on each run of 35' pipe).
If I know my 14 header pipe is being supplied with water at 50 psi - what will the flow rates and pressure drops be the the discharge flanges as you move further and further way from the header?
ideas?
roadapple
Can someone direct me to an example? I can't find an example close enough.
