GeorgeGrande
Chemical
- Jun 17, 2006
- 32
All,
I thoroughly red thread469-22342 and it almost gave me all the answers i needed.
Yet, I am designing a 700m horizontal 20% quality, 10-16 bara, two phase line (steam and water).
I am trying to optimize pressure drop, velocity and flow regime. There is a disagreement between the designers regarding the philosiphy of this optimization.
The simulation programm i am using give DISP flow at 45 ft/s yet veteran eng claim that in this kind of quality the vapour velocity must be greater than 20 m/s (~65 ft/s) to avoid slugs and keep the line concrete safe from hammering.
I used different kinds of correlations while studying this issue, Some gives different solutions.
Can some one give me a minded answer that i (or he) can back up?
Can some one share his experience?
I thoroughly red thread469-22342 and it almost gave me all the answers i needed.
Yet, I am designing a 700m horizontal 20% quality, 10-16 bara, two phase line (steam and water).
I am trying to optimize pressure drop, velocity and flow regime. There is a disagreement between the designers regarding the philosiphy of this optimization.
The simulation programm i am using give DISP flow at 45 ft/s yet veteran eng claim that in this kind of quality the vapour velocity must be greater than 20 m/s (~65 ft/s) to avoid slugs and keep the line concrete safe from hammering.
I used different kinds of correlations while studying this issue, Some gives different solutions.
Can some one give me a minded answer that i (or he) can back up?
Can some one share his experience?