valveoholic
Mechanical
- Jun 14, 2007
- 2
Hi, I'm in need of some help please.
Can anybody educate me on how I go about calculating Cv coefficient values for relief valves.
I believe that Kv is the metric equivalent to Cv.
I know the calculation differs depending on the state of the medium that is to flow through the valves, and it is also related to flow and pressure (upstream and downstream).
I have orifice diameters of my valves:
10", 16", 18", 20", 24", 26", 28" and 30".
And I know my relieving pressures for each are:
500 millibar (7.25 psig)
There will be no back pressure to my knowledge.
The design of the valves are as such:
Entry through bottom run of standard long radius equal tee, exit through branch (90 degree angle style).
From some initial searches from this site I have found:
Cv = 29.9 * d^2 / (K)^0.5
Although for the above I needed “K” the resistance (or loss) coefficient:
K = 2.1478E+9 * (d)^4 / (Cv)^2
These equations are both great but I need to know "K" for one, and "Cv" for the other.
(Neither of which I know yet)
I then found the equation that calculated K using:
K = f * L /D
This I thought may have been the answer, but I have had trouble calculating “f” (fully developed turbulent flow) to crack this one. The good thing is I know internal lengths and diameters, so I figure I’m almost there J
Please let me know if I am complicating things, or barking up the wrong tree
Can anyone please help me with this topic and advise me what I am missing in order to do the Cv calculations (i.e. state of medium, density of medium, flow rates ?)
Any help would be greatly appreciated.
This is my first post to, so if I have made any dumb errors I apologise.
Greg