Hydraulic calculation of Aspen packed towers: Fractional approach to minimum and minimum fractional capacity
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Dear sea friends: I have a few questions I would like to ask you; I hope you can kindly provide some guidance. (1) In the hydraulic calculations of Aspen packing towers, what do \"Ma*mum fractional capacity\" and \"Fractional approach to ma*mum\" mean? What is the relationship between them? And what are the differences between random packing and structured packing? (2) When using the Sulzer 250Y packing for calculations, the value of Ma*mum fractional capacity exceeds 1. What is the reason for this? (3) What are the relationships between setting the Over-design factor and the Fractional approach to minimum as well as Minimum fractional capacity? (4) What is the relationship between Ma*mum fractional capacity and Ma*mum capacity factor, and what is its relationship with the capacity factor (Cs)? Thank you all for your answers! ! !
You can just take a look at these things for reference; the explanations are very clear
You can just take a look at these things for reference; the explanations are very clear