duika
Industrial
- Oct 30, 2003
- 11
Hello,
For sizing a relief valve (surge anticipator) in a water supply pipeline i am using the next formulae:
Q = 2 x g x H / a x v
where
Q = flow to discharge
g = gravity
H = normal head
a = celerity
v = velocity of the flow
Depending the value of Q and knowing the Cv of the valve, i can calculate the diameter of the valve.The actual formulae assumes no head loss in the pipeline neither water column separation.
Is it OK?? Can i use others formulaes??
Thanks
For sizing a relief valve (surge anticipator) in a water supply pipeline i am using the next formulae:
Q = 2 x g x H / a x v
where
Q = flow to discharge
g = gravity
H = normal head
a = celerity
v = velocity of the flow
Depending the value of Q and knowing the Cv of the valve, i can calculate the diameter of the valve.The actual formulae assumes no head loss in the pipeline neither water column separation.
Is it OK?? Can i use others formulaes??
Thanks