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Simulated Flow Through Structured Packing Mike Basden Bruce Eldridge The University of Texas at Austin Structured Packing Used in distillation, absorption, and stripping High efficiency, low pressure drop, and high capacity Single


  1. Simulated Flow Through Structured Packing Mike Basden Bruce Eldridge The University of Texas at Austin

  2. Structured Packing • Used in distillation, absorption, and stripping • High efficiency, low pressure drop, and high capacity

  3. Single Phase Simulations • Experimental Validation – Simulation and experimental bed were nearly identical

  4. Comparison to Experimental Data 180 EXP = 23.944*F 1.7464 Total Bed Pressure Drop (Pa) 160 k- ω = 20.118*F 1.7307 140 k- ε = 20.74*F 1.7537 120 k- ε 100 k- ω 80 EXP 60 40 20 0 0 0.5 1 1.5 2 2.5 3 3.5 F-factor (Pa 0.5 ) F = v g ρ g

  5. Packing Design Simulations

  6. Packing Dimensions θ h b

  7. α = 45°, a p = 250 m 2 /m 3 , U GS = 1 m/s, Nitrogen Flow

  8. Multiphase Simulations • Effect of simulation contact angle, liquid density, surface tension, and liquid viscosity examined on periodic geometry

  9. Contact Angle Definition Starov, V. M.; Velarde, M. G.; Radke, C. J. Wetting and Spreading Dynamics; CRC Press: Boca Raton, 2007.

  10. Contact Angle = 75° h L = 6.5% 0.074 N/m 0.037 N/m 0.018 N/m a f = 0.27 a f = 0.30 a f = 0.35 L= 39 GPM/ft 2 L= 46 GPM/ft 2 L= 47 GPM/ft 2

  11. Contact Angle = 30° h L = 6.0% 0.018 N/m 0.074 N/m 0.037 N/m a f = 0.80 a f = 0.48 a f = 0.65 L= 21 GPM/ft 2 L= 22 GPM/ft 2 L= 20 GPM/ft 2

  12. Contact Angle = 0° h L = 6.5% 0.074 N/m 0.037 N/m 0.018 N/m a f = 0.80 a f = 0.97 a f = 0.98 L= 19 GPM/ft 2 L= 19 GPM/ft 2 L= 23 GPM/ft 2

  13. Impact of Liquid Density θ c =30°, h L = 6.5%, σ = 0.074 N/m a f = 0.281 a f = 0.48 a f = 0.58 L= 24 GPM/ft 2 L= 23 GPM/ft 2 L= 23 GPM/ft 2 ρ= 500 kg/m 3 ρ= 997 kg/m 3 ρ= 1500 kg/m 3

  14. Impact of Viscosity θ c =30°, σ = 0.018 N/m, ρ =997.561 kg/m 3 μ L =0.01774 Pa-s μ L =0.0008871 Pa-s h L =6.7% h L =5.9% a f = 0.68 a f = 0.80 L= 2.4 GPM/ft 2 L= 20.9 GPM/ft 2

  15. Experimental Validation • Wetted area measurements performed via absorption of CO 2 into dilute caustic solution • 10 ft. bed of Mellapak N250.Y

  16. Wetted Area – Experimental Measurements m 3 /m 2 -hr 0 20 40 60 80 0.61 Pa 0.5 20 ACFM 1.2 1.22 Pa 0.5 40 ACFM Start of Run 1 1.83 Pa 0.5 60 ACFM Fractional Wetted Area Tsai Correlation 0.8 0.6 0.4 0.2 0 0 10 20 30 Liquid Load (GPM/ft 2 )

  17. Multiphase Simulations – CT Geometry Pressure Boundary • Calculate fractional Condition wetted area and holdup for indicated element – a f = a w /a p Liquid – h L Velocity – ΔP Irrigated Inlet

  18. X-ray CT / CFD Comparison 0.074 N/m 0.074 N/m a f = 0.85 a f = 0.89 L = 15 GPM/ft 2 L = 15 GPM/ft 2 C. W. Green, J. Farone, J. K. Briley, R. B. Eldridge, R. A. Ketcham , B. Nightingale, “Novel Application of X -ray Computed Tomography: Determination of Gas/Liquid Contact Area and Liquid Hold- up in Structured Packing,” Ind. Eng. Chem. Res ., (46) pg. 5734-5753, 2007.

  19. L=20 GPM/ft 2 θ c = 0°, a f =0.91 θ c = 30°, a f =0.67

  20. Fractional Wetted Area (m 3 /m 2 -hr) 0 20 40 60 1.2 CFD Sim, θ=0 ° 1.0 Fractional Wetted Area a f = 0.718L 0.080 R² = 0.978 0.8 CFD Sim, θ=30 ° 0.6 a f = 0.323L 0.245 R² = 1 0.4 Tsai Model 0.2 a f = 0.609L 0.1547 R² = 1 0.0 0 5 10 15 20 25 Liquid Load (GPM/ft 2 )

  21. Fractional Liquid Holdup m 3 /m 2 -hr 0 20 40 60 9.0 8.0 7.0 Liquid Holdup (%) 6.0 CFD Sim, θ=30 ° 5.0 CFD Sim, θ=0 ° 4.0 Experimental 3.0 2.0 1.0 0.0 0 5 10 15 20 25 Liquid Load (GPM/ft 2 )

  22. Irrigated Pressure Drop CFD Experimental Contact Liquid Percent F-factor Pressure Pressure Angle Load Error Drop Drop ° GPM/ft 2 Pa 0.5 Pa/m Pa/m 0 10 0.86 74.7 52.0 43.5% 0 15 0.77 74.4 52.1 42.7% 0 20 0.69 73.4 58.8 24.8% 30 10 0.82 73.1 47.6 53.6% 30 15 0.73 71.4 46.7 52.8% 30 20 0.66 73.5 54.1 35.8%

  23. Conclusions • Single phase simulations can predict trends and pressure drops accurately • Multiphase simulations require further analysis – Experimentally determined static contact angle not appropriate for predicting wetting – Liquid holdup and irrigated pressure drop need additional corrections: • Damping of the turbulence at the interface • Viscosity correction

  24. Acknowledgements • CD-adapco • Mark Pilling and Sulzer Chemtech • Texas Advanced Computing Center • UT High Resolution CT Lab • Process Science and Technology Center • Lummus Technology • Christian Waas and Shawn Grush

  25. Questions? • Mike Basden – mbasden@utexas.edu • Bruce Eldridge – eldridge@che.utexas.edu

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