chemE72
Chemical
- May 14, 2020
- 9
[URL unfurl="true"]https://res.cloudinary.com/engineering-com/image/upload/v1593102457/tips/20200625113428002_rck46c.pdf[/url]
Above I have a photo of a system. Nitrogen header pressure is used to transfer liquid from storage vessel to reactor vessel. The piping system is set up where the header is ran above walkways and brought down to a low point for flow meters, then taken back up to the second floor of a building to the reactor.
To calculate total dynamic head, would the 12 foot dip do anything to elevation difference heads? I am not sure if that dip needs to be accounted for when calculating for vertical lift, or if that will only affect frictional losses. I am assuming that calculations assume only initial and final elevation but I just need confirmation. Basically point 1 would be where at the level of the storage tank, and point 2 would be at the discharge into the reactor.
Above I have a photo of a system. Nitrogen header pressure is used to transfer liquid from storage vessel to reactor vessel. The piping system is set up where the header is ran above walkways and brought down to a low point for flow meters, then taken back up to the second floor of a building to the reactor.
To calculate total dynamic head, would the 12 foot dip do anything to elevation difference heads? I am not sure if that dip needs to be accounted for when calculating for vertical lift, or if that will only affect frictional losses. I am assuming that calculations assume only initial and final elevation but I just need confirmation. Basically point 1 would be where at the level of the storage tank, and point 2 would be at the discharge into the reactor.