Hi guys,
Guidance documents on static will typically quote a figure of 1 m/s as the maximum permissible velocity through a pipe containing non-polar solvents.
In my case, I'm working on an application involving heptane flowing under gravity, where we have a velocity > 1m/s, where we cannot add restrictions to the flow (as line contains polymers which tend to casue blockages) and where the line is only partially full.
Does the 1m/s rule apply to partially full pipes, or would it be restricted to flooded, fully turbulent flow?
My thoughts are that static wouldnt be generated to the same extent, as with a flooded pipe you have a quantity of heptane towards the middle of the pipe that is not earthed, unlike in my case where its more laminar-type shearing of the fluid against the lower side of the pipe.
But these are just my thoughts - has anyone any thoughts/experience on this matter?
Cheers!