Hi everyone, I am tasked to an initial design of packed column for a grassroots project. My lead engineer told me to size the packing based on KG Tower version 5.2 and I have no complains on the software itself. Most of my problems arise on the checkpoints of the design. My current checkpoints are
1. Flooding [Capacity, Const. L/V % in KG Tower].
This should be around 70% to 80%. Everybody knows this from their college education
2. Vapor Momentum [Fs m/s*(kg/m3)^0.5 in KG Tower]
Our current criteria is 1.5 to 3.0 m/s*(kg/m3)^0.5. I'm not really sure about this. But if I am to relate it with piping momentum which is usually greater than 1000 Pa (or 32 m/s*(kg/m3)^0.5 in the same unit), this is very low. I guess the Reynolds Number for columns is quite low.
3. Liquid Load [m3/hr/m2 in KG Tower]
The criteria here is that the liquid load be close to 50m3/hr/m2 (Liquid Flow rate/cross section of column). I really don't get this. I've also searched the internet for this criteria but found vague answers. The closest I've got is that this criteria determines whether liquid distributors are needed.
Thank you for any help.