hollerg
Chemical
- Mar 22, 1999
- 97
In thread 278-91957, one of the forum members mentioned using a fill pipe terminated against the side wall reduce fluid handling Static Electric Discharge Hazard. It is not clear to me that this is functionally equivalent to a dip pipe in reducing static generation from an air gap and splashing.
I would like to know how people terminated the fill pipe against a side wall and what velocity limit one sets.
Approach at a narrow angle and the flow will be along the wall, but there will still be some splashing and the fluid is passing across an air gap. The API practice on static electricity does not increase flow above 1 m/s until the pipe or bottom fill pipe are covered sufficiently to prevent splashing, so should I be doing the same thing?
Lastly if one has an undersized nozzle, can just the curved fill pipe be upsized to lower velocity before it exits the fill pipe onto the wall or must I upsize the nozzle entrance as well.
I would like to know how people terminated the fill pipe against a side wall and what velocity limit one sets.
Approach at a narrow angle and the flow will be along the wall, but there will still be some splashing and the fluid is passing across an air gap. The API practice on static electricity does not increase flow above 1 m/s until the pipe or bottom fill pipe are covered sufficiently to prevent splashing, so should I be doing the same thing?
Lastly if one has an undersized nozzle, can just the curved fill pipe be upsized to lower velocity before it exits the fill pipe onto the wall or must I upsize the nozzle entrance as well.