Title: Process Intensifier: Optimization Using CFD Part 1
1Process IntensifierOptimization Using CFDPart 1
Paper 362c
- Pete Csiszar, Black Baird Ltd., North
Vancouver, B.C. - Keith Johnson, Independent Consultant, North
Canton, Oh - Post Mixing Optimization and Solutions,
Pittsford, NY - 03 AIChE Annual Meeting
- Nov 16-21, San Francisco
2Introduction
- Process Intensification
- High P/V, high shear, small volume, small
residence time - Applications
- High Speed Dispersion of Bentonite
- Ex-situ Bioremediation of Organics
- Rapid Mixing of Water Treatment Polymers
- Preparation of Coatings
- Beverage Industry
- Flotation
- Chemical Extraction
- Series-parallel Reactions
- Oxidation Processes
- Emulsification Applications
- Dry Material Wetting
- Chemical Neutralization
- Mixing of High Viscosity Shear Thinning Fluids
- High P/V, high shear, small volume, small
residence time
3Introduction
- Internet Search
- Lightnin Line-Blender
- Radial and Axial impeller designs
- Hayward Gordon In-line Mixer
- Radial and Axial impeller designs
- No systematic study reported on them
- Use CFD to understand and optimize these pipe
mixers
4Experimental Design
- CFD confirmation using standard mixing
configurations, T12.5 (317.5 mm)
RP4 radial impeller PBT axial impeller
5 RP4 D/T0.4 5 3PBT30 D/T0.4
5Experimental Design
- Studied 4 Dynamic Pipe Mixers
- Did not consult with the vendors. Data is taken
directly from their respective web sites
LTR HGR
LTA HGA 2x 5 RP4
2x 5 RP4 2x 3.5 3PBT30 2x 5 3PBT30
6Experimental Design
- All units were studied in a nominal schedule 40
10-inch pipe (254 mm) - DO5 1/8 (130 mm) for LTR and HGR
- Q 1100 GPM (250 m3/hr) 10 pipe
- Q 650 GPM (148 m3/hr) 8 pipe
- N 1760 RPM (motor speed)
7CFD Background
8CFD Background
- ACUSOLVE GLS-FE
- Rigorous stability and convergence proofs
- Local / Global Conservation operators
- High Performance
- Accuracy - Advective / Diffusive operators
9Galerkin / Least-Squares
GLS Terms
Minimize error of approximating
functions Hyperbolic/Parabolic Automatic
Stability and Convergence Proven
?M O ( h / V ) Advective ?M O ( h2 / ? )
Diffusive
10Backward Facing Step Problem(Advection /
Diffusion Example)
- Reynolds number of 40,000
- 7,200 brick elements 14,822 nodes
- Spalart-Allmaras turbulence model
- Advection / Diffusion continuously varying
11Backward Facing Step Problem(Advection /
Diffusion Accuracy)
- Even for this coarse mesh
- Able to predict the two smaller eddies near the
recirculation corner - Smallest eddy captured within a radius of
3-elements - Predicted reattachment length 7.05 (step
height) - Experimental results 70.1
12Results CFD Mesh
- These models tended to converge in the range of
20 to 30 nonlinear iterations, to a normalized
residual tolerance of less than 1.0 E-3. - Runs on a 1.8 GHz laptop computer with 512 MB of
memory in roughly 2 hours. - Runs on a parallel configuration of two 2.0 GHz
PCs with 2.0 GB memory each, and the solutions
required only about 30 minutes each
13CFD Solid Shapes
Lightnin Hayward Gordon
Radials Axials
14CFD Modeling Considerations
- Reduce Assumptions / Approximations
- Eliminate local entry flow assumptions for mixer
inlet / outlet - used long entry exit - Model size (DOF) not a major issue
- Accurately solves forward / backward facing step
problems - Geometry Idealized
- Sufficient Fluid Mechanics Performance
Equivalency - Eliminates Vendor Conflict / Propriety
- ICEM/CFD autohexa extensions for geometry/mesh
15CFD Analysis Approach
- Validation / Confirmation Approach Defined
- Standard tank configurations run to assess power
and flow characteristics independently with
respect to Industry Data - Discretization sensitivity considered
- General Flow Solution - Defined - (No Turbulence)
- Discretization dependent
- Captures flow separations / eddys
- May produce stable macro / mezzo flow
oscillations - Lower bound power / torque
16CFD Analysis Approach (Cont)
- Turbulence Considerations / Concepts Considered
- Philosophy - unresolved eddy diffusion /
dissipation / production - Intended for micro scale turbulence
- Turbulence introduced becomes upper bound to
power / torque - Discrete particle tracking - Turbulent
- Residence Time Statistics
- Mixing Assessments
- Proprietary algorithms based on Eddy Viscosity
17Results Power Number
- Power numbers
- RP4, h/D0.2
- N360 RPM
- P/V 5 Hp/1000 gallons (1 kW/m3)
- Z/T 1, 4 standard, wb/T 0.1
- Np(CFD) 2.985
- Np(Lightnin) 3.4
- Oldshue Proximity Factor 0.87, Np 2.958
- CFD Proximity Factor 0.878
- Conclusion Oldshue was right!
18Results Power Number
- Power numbers
- 3PBT30, h/D0.25
- Np(CFD) 0.55 OB/D same as HGA
- Np(CFD) 0.57 OB/D same as LTA
- PF1.044 Agrees with Oldshue, again!
- Np(4PBT45, h/D0.2) 1.27
- Nagata sin(angle)1.2 Np(4PBT30, h/D0.2)
0.63 - Shaw Np(4PBT30, h/D0.2)0.58
- Nagata 77.5 of a 4-bladed impeller
- Np(3PBT30 h/D0.2) 0.45-0.48
- Nagata h/D 0.2 to 0.25 an increase of 21
- Np(3PBT30 h/D0.25) 0.54-0.58
- Conclusion Nagata was right!
19Results Power Number
20Results Power
- These small units can agitate up to 1.584 Million
Gallons (6 Million Liters) per day (at 1100 GPM
(250 m3/hr))
21Results P/V
- 85 ? P/V ? 715 Hp/1000 Gallons
- 17 ? P/V ? 143 kW/m3
22Results Impeller Flow to Throughput
- Rule-of-thumb Impeller generated flow should be
at least 3 times the pipe throughput. - Not one of these devices complies.
- Even the LTA appears to be doing some mixing at
650 GPM, which has R 28 or about 1/4th the
pipe flow rate. - LTA seems to have lost its mixing ability at 1100
GPM. - Perhaps the rule-of-thumb for Process
Intensifiers is that impeller generated flow
should be at least 1/4th the pipe throughput.
23Results Pressure Drop
- Default max-min pressure fields
24Results Pressure Drop Normalized
- Common scale pressure fields
25Results Velocity Vectors
26Results Velocity Vectors
27Results Velocity Vectors
28Results Velocity Vectors
29Results Velocity Distribution
30Results Flow Visualization
31Results Flow Visualization
32Results Tracer Study
33Results Tracer Study
34Results Tracer Study
- LTR
- 1100
- GPM
- HGA
- 1100
- GPM
35Results Residence Time Distribution
36Results Residence Time Distribution
37Results Residence Time Distribution
- LTA 1100 GPM
- Single Input, 1750 RPM
- Single Input, 0 RPM
- Multiple Inputs, 1750 RPM
38Results Comparison to Non-Newtonian Fluid
39Conclusions
- This report demonstrates the versatility of using
CFD to model and understand a complex mixing
device such as the Process Intensifier. - Previous use of CFD often meant very long
computing time and it was often quicker to do the
experiment. Not any more. - ACUSOLVE was successfully able to determine the
power number of the impellers within 1 of
reported values without the use of fudge factors
on a repeatable basis. - Must be right if it says that Oldshue and Nagata
were right! - This demonstrates that the ACUSOLVE CFD code
formulation and its adherence to fundamental
physics are extensible to handle the arbitrary
geometric structures and flow conditions of
inline mixers. - Solutions consistent with general fundamental
understandings of these mixer classes. However,
past conventional wisdom concerning assumed
internal details, clearly challenged by detailed
CFD results.
40www.postmixing.com
- Four configurations studied, yielding insights
for mixing improvements. For example, tracer
inlet location sensitivity, impeller locations,
pumping direction, size, speed. - All examples demonstrated under sized impeller
capacity for specified flow. Part 2 will talk
about impeller optimization for Process
Intensifiers. - Specific optimizations are clearly a function of
application, fluid rheology, and mixing needs. - Provides a substantial platform for further wide
ranging parameter study for specific application
optimization.
41- Evidence of the speed and accuracy of Acusolve
CFD - Paper given last night from 527 PM to 600 PM
- Computational time 90 minutes (Laptop)
- A Novel Mixing Technology Provides Benefits in
Alumina Precipitation, Ian C. Shepherd, Clive
Grainger, CSIRO Australia - T 14 m, Z 40 m, conical bottom, V ? 6158 m3
- Upper Oversized RT
- D/T0.30, w/D0.333, h/D0.29
- Settling velocity 0.126 m/s
- Upward (red) flow 0.3 m/s
- Downward (blue) flow 0.15 m/s
- Resulting Np 4.7 (fully baffled ? 7.5)
- Resulting Power 230 kW
- Resulting P/V 0.037 kW/m3 0.18 Hp/1000 gallons