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Effect of gravity in verticle pipe - balancend condition?

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Old   January 11, 2024, 06:32
Default Effect of gravity in verticle pipe - balancend condition?
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Moritz Kuhn
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Dear all,

I would like to model the suction of water through a 5 m long vertical pipe, length in y-direction.


Model setup:
  • vertical tube
  • multiphase mixture model, primary phase water-liquid, secondary phase water-vapor
  • gravity on (-y-direction), variable density method: mixture averaged
  • operating pressure 0 Pa (because I define in the evaporation/condensation model the saturation temperature depending on the static pressure)
  • pressure inlet 100,0000 Pa gauge pressure, water liquid
  • setting the pressure outlet in this way that the liquid column will reach the middle of the tube 75,000 Pa
  • initialize and patch the entire domain with water vapour
  • the solution converges, fluent calculate a massflow according a pressure drop of 25,000 Pa, as if the gravity of the water does not exist.
What is going wrong here?
Moritz
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