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2008 Esssugm Aguirre A

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Guidelines on numerical modeling of cyclones and hydrocyclones João Aguirre, M.Sc. ([email protected]) Ricardo Damian, M.Sc. ([email protected])
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Page 1: 2008 Esssugm Aguirre A

Guidelines on numerical modeling of cyclones and hydrocyclones

João Aguirre, M.Sc. ([email protected])

Ricardo Damian, M.Sc. ([email protected])

Page 2: 2008 Esssugm Aguirre A

Discussions

• Cyclone / Hydrocyclone flows;

• Geometry and mesh generation;

• Simulation time behavior;

• Physical modeling:

Turbulence modeling;

Multiphase modeling.

• Boundary conditions and initialization;

• Numerical issues;

• Monitoring and post-processing.

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 3: 2008 Esssugm Aguirre A

Guidelines on numerical modeling of cyclones and hydrocyclones

Cyclone / Hydrocyclone flows

• Strong swirl component;

• Phases separation due to density difference;

Or classification due to particle size.

• Formation of a vortex core:

Low pressure region;

Formation of a gas-core (hydrocyclones);

If discharge surfaces are openedto gas regions.

Vortex-core precessing.

Intrinsically transient phenomena.

feed

overflow

underflow

heavier particles (droplets) dragged outwards

inner upward and outer downward spirals

cyclone/hydrocyclone flow structure from Cullivan et al. (2004) - modified

gac

rr >>

Page 4: 2008 Esssugm Aguirre A

Guidelines on numerical modeling of cyclones and hydrocyclones

Cyclone / Hydrocyclone flows

• Strong velocity gradients in the core region:

Very sharp for tangential velocity.

• Anisotropic turbulence:

Effect of the strong streamline curvature;

Challenge for turbulence models.

radius

velo

city

forced vortex

free vortex

conceptual hydrocyclone tangential velocity profile

experimental visualization of

the flow inside of a hydrocyclone – detail of the

air-core and the vortex core precessing

Page 5: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Usually cyclones and hydrocyclones present simple geometries:

Cono-cylindrical geometries with tangential injection;

Different models may present special features.

Guidelines on numerical modeling of cyclones and hydrocyclones

conceptual hydrocyclone

geometry

conceptual cyclone

geometry

Page 6: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Some issues about geometry design for CFD simulations:

Inlet and outlet piping extension:

Adequate boundary conditionmodeling;

Inlet condition improved withusage of developed boundary profiles;

As usual it is a good practice toextend boundary regions to reachdeveloped flow regions:

If possible extend overflowand underflow regions untilno reverse flow occurs.

Guidelines on numerical modeling of cyclones and hydrocyclones

hydrocyclone inlet and overflow extension

Page 7: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Some issues about geometry design for CFD simulations:

Inlet piping tangential to body or displaced:

Actually a mesh issue (mainly to hexa meshes).

Guidelines on numerical modeling of cyclones and hydrocyclones

tangential inlet piping case

displaced inlet piping case

Page 8: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Some issues about geometry design for CFD simulations:

Use of blends (fillets) on inlet edges:

Actually a mesh issue (mainly to tetra meshes).

Guidelines on numerical modeling of cyclones and hydrocyclones

tangential inlet(no blends)

tangential inlet(blended)

Page 9: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Mesh generation guidelines:

Cyclone cases can be simulated both with tetra/prism or hexa meshes;

Hydrocyclone cases are much more mesh sensitive, it is strongly recommended to use hexa meshes:

The use of hexa meshes also reduces the number of nodesusing the same grid size and, due to higher quality, helpsin stability and simulation speed.

Hexa meshes can be created using ANSYS Meshing Tools or ANSYS ICEM CFD.

Meshes should have refinements near walls and near geometry transitions (such as cylinder to cone transitions) and in in the vortex-core region:

Vortex core region usually well-defined using the overflow diameter as a reference;

Verify the y+ values during simulation run!

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 10: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Mesh generation guidelines:

Guidelines on numerical modeling of cyclones and hydrocyclones

refinements near the walls (to capture boundary-layer effects) refinement in the vortex-core region (to

capture correct velocity peaks and gradients)

refinements near geometry “transitions” (to stabilize the

solution and capture flow changes)

smooth transition between the refined vortex-core mesh and the outer mesh

Page 11: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Mesh generation guidelines:

Examples of mixed and tetra/prism meshes:

Guidelines on numerical modeling of cyclones and hydrocyclones

tangential inlet(blended)

cyclone tetra/prism mesh –details on core refinement

and inlet blend mesh

Page 12: 2008 Esssugm Aguirre A

Geometry and mesh generation

• Mesh generation guidelines:

Meshing tips:

Using ANSYS ICEM CFD to generate tetra/prism meshes, delete all pointsand curves that do not define important features and where you want to mesh approximately the surfaces (e. g. tangential inlet) using the Repair Geometry Tool. Similar to that, in ANSYS Meshing Tools, use the Virtual Topology feature to “clean”and “smooth” the geometry;

Also in ANSYS ICEM CFD, when working on hexa meshes, use the “Smooth orthogonal” tool to betterdistribute hexa elements, after this ortho smooth always perform some smooth by quality iterations.

In ANSYS Meshing Tools, cut a small “square tube”in the hydro/cyclone axis to reproduce the “o-grid”feature of ICEM CFD.

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 13: 2008 Esssugm Aguirre A

Simulation time behavior

• Intrinsically transient phenomena:

Core precessing;

Flow feature (not just a turbulent feature);

Not “absorbed” by the turbulence modeling.

Complex turbulence.

• Transient simulation!

Physical time scale for time step selection:

Montavon et al. (2000) - modified;

Time step also limited by Courant number!

Decrease in mesh size reduces the maximum time step.

Adaptive time step simulations must have a large interval between updates.

Guidelines on numerical modeling of cyclones and hydrocyclones

( )inlet

underflowoverflowmax v

ddt

⋅=∆

10

,min

Maximum time step:

x

tuCFLCourant

∆∆⋅==

Courant number:

1 < Courant RMS < 10, 50 < Courant MAX < 100

Page 14: 2008 Esssugm Aguirre A

Simulation time behavior

• Transient simulation!

Time scale reference for total simulation time:

Characteristic flow time:

Useful to determinate continuous phase flow development;

Initial estimate for multiphase flows.

Flow development is case-dependent!

Some multiphase flows need a longer simulation time to develop.

Development defined by flow data monitors.

Guidelines on numerical modeling of cyclones and hydrocyclones

inlet

nehydrocyclocyclonesticcharacteri V

Vt

&

/=∆

Flow characteristic time:

Total flow time (single-phase flow):

sticcharacteritotal tt ∆⋅= 3

1·∆tcharacteristic for flow development

+

2·∆tcharacteristic for time averaging

Page 15: 2008 Esssugm Aguirre A

Physical modeling

• Turbulence modeling:

Single-phase flows:

Due to intrinsic flow characteristics common turbulence models not apply to this case:

Unrealistic results achieved with usual k-ε and k-ω models.

Prediction of exaggerated diffusion anddissipation leading to a “rigid body”rotation profile.

Models that can account for anisotropy or strongstreamline curvature must be applied:

Some two-equation models with additional termsfor high streamline curvature effects available butstill needing “fine tuning”;

Guidelines on numerical modeling of cyclones and hydrocyclones

conceptual hydrocyclone tangential velocity profile -

solved using a two-equation model (blue) and a RSM model (red)

Page 16: 2008 Esssugm Aguirre A

Guidelines on numerical modeling of cyclones and hydrocyclones

Fluent Viscous Model panel

CFX Fluid Models panel

Physical modeling

• Turbulence modeling:

Definition of the turbulence model:

Based on what information the engineer needs.

The simpler turbulence model that gives coherent results is the RSM model withsecond order pressure-strain correlation(SSG in CFX).

More detailed approaches like SAS(Scale Adaptive Simulation), LES orDES can be used but increasing computational cost.

Page 17: 2008 Esssugm Aguirre A

Physical modeling

• Turbulence modeling:

Multiphase turbulence:

Same observations for the single-phase flow apply to primary phase on multiphase flows:

Also in cases where the homogeneous turbulence is applied.

Choice of homogeneous/inhomogeneous turbulence modeling should be based on case conditions:

For inhomogeneous turbulence, choose the appropriate dispersed phase turbulence model;

Turbulence on phases interaction:

Also, for the phases interaction check the turbulence dispersion modeling (in CFX)!

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 18: 2008 Esssugm Aguirre A

Physical modeling

• Turbulence modeling:

Multiphase turbulence set-up:

Guidelines on numerical modeling of cyclones and hydrocyclones

Fluent Viscous Model panel for multiphase flows

CFX Fluid Models panel for homogeneous turbulence

CFX Fluid Models panel for inhomogeneous turbulence

– detail of the dispersed phase turbulence models

Page 19: 2008 Esssugm Aguirre A

Physical modeling

• Multiphase modeling:

Guidelines on numerical modeling of cyclones and hydrocyclones

10-5 10-210-3 0.2 0.6

Secondary Phase Volume Fraction

... ...... ......

* : Possible coupling with Population Balance;Attention to Non-Drag Forces;Strong case dependency! – Contact ESSS engineers for help.

Page 20: 2008 Esssugm Aguirre A

Boundary conditions and initialization

• Boundary conditions:

Basic rules to impose boundary conditions on cyclone or hydrocyclone simulations:

Whenever possible, include inlet, underflow and overflow piping:

As discussed in “Geometry and mesh generation” section.

Be careful with boundary conditions types:

A common combination is to prescribe mass flow rates (or flow rate) at the inlet and one outlet (overflow or underflow) and pressure at the other outlet;

Setting all boundaries with prescribed pressure is very unstable, if pressure is all the information you have you can use user functions (UDF’s in Fluent and User FORTRAN in CFX) to control flow rates to match the head loss data;

Be very careful to define the pressure values imposed to the outlet boundaries, due to rotation the radial pressure gradient is very intense – using prescribed values as pressure averages can lead to inconsistent results;

Do not specify velocity direction (or velocity components) on outlet boundaries unless you are sure that the flow is developed at the given position.

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 21: 2008 Esssugm Aguirre A

Boundary conditions and initialization

• Boundary conditions:

Guidelines on numerical modeling of cyclones and hydrocyclones

overflow pressure contours – pressure difference on axis and near walls

overflow velocity vectors and contours –non-normal velocity at boundary

Page 22: 2008 Esssugm Aguirre A

Boundary conditions and initialization

• Boundary conditions:

Multiphase boundary modeling:

Secondary phase boundary conditions:

Pay attention to the definition of velocity and spatial distribution of the secondary phase in the inlet region, prescribing correct slip velocities and inhomogeneous spatial distribution (e.g. when there is a curve right behind the inlet section) lead to more realistic results.

Observe transient boundary behaviors:

In many cases there are effects of variation (in time) of flow rates, gushes, variation of secondary phase concentration, etc. These events have strong influence on the equipment efficiency.

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 23: 2008 Esssugm Aguirre A

Boundary conditions and initialization

• Initialization:

A suitable flow initialization can save a lot of computer time (reducing the time to develop the velocity and pressure fields), mainly for the primary phase.

Use of initial conditions from simulations using coarser meshes and/or cheaper turbulence models;

Interpolate results from previous studies;

Use of analytical solutions to velocity and pressure fields (approximations):

The “Burgers vortex” solution is an analytical solution of the Navier-Stokes equations that provides a velocity field close to a cyclone or hydrocyclone field (for the tangential component) based on two-parameters.

Guidelines on numerical modeling of cyclones and hydrocyclones

zvvrvv zr ˆˆˆ ⋅+⋅+⋅= θθr

Burgers vortex solution

zvz α=

−−=

υα

πφ

θ 4exp1

2

2r

rv

rvr α2

1−=

Page 24: 2008 Esssugm Aguirre A

Numerical issues

• Numerical set-up:

Discretization/advection schemes:

Use second order schemes to moment and volume fraction equations;

Use second-order turbulence schemes verify consistency after first results;

Usually not necessary.

Convergence criteria and precision:

On CFX decrease the convergencecriteria default value to assure volume fraction equations convergence;

The run on double precision can improvestability and results:

Mainly for hydrocyclone cases.

Guidelines on numerical modeling of cyclones and hydrocyclones

Simulation Control panel on CFX

Solution Controls panel on Fluent

Page 25: 2008 Esssugm Aguirre A

Numerical issues

• Numerical set-up:

Attention to pressure discretization!

On Fluent use the PRESTO! scheme on single-phase simulations:

Pressure and velocity fields solved in a staggered fashion.

On CFX force the trilinear scheme for pressure element interpolation:

Pressure interpolation inside the element using all element nodes (more precision calculating the pressure gradients).

Automatically set using multiphase flows with buoyancy.

On Fluent use the Coupled solver for single-phase analysis.

Guidelines on numerical modeling of cyclones and hydrocyclones

Advanced Options on Solver Control Panel in

CFX – detail of the Trilinear interpolation scheme selection for

pressure

Solution Controls for single-phase flow in Fluent – detail of the Coupled solver and the PRESTO!

Scheme for pressure discretization

Page 26: 2008 Esssugm Aguirre A

Monitoring and post-processing

• Simulation monitoring:

Flow development must be assured by monitoring main flow variables!

Common monitor used in cyclones and hydrocyclones cases:

Pressures at boundaries (or head losses);

Head loss ration (inlet-overflow / inlet-underflow);

Disperse phase mass flow rates / balance:

In some cases these values will take much longer than pressure and velocity fields to develop.

Verify transient averages:

Define time-averaging to variables of interest:

Velocity components, pressure, turbulence intensity, etc.

After flow development and correct averaging the averaged values should stabilize.

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 27: 2008 Esssugm Aguirre A

Monitoring and post-processing

• Simulation monitoring:

Fluent monitors set-up:

Again, be aware of area-averaged pressurevalues!

Guidelines on numerical modeling of cyclones and hydrocyclones

Fluent Surface Monitors and Define Surface Monitor panels

Fluent Monitor window, simulation in progress, development when monitors reach a constant value (or time-averaged constant)

Page 28: 2008 Esssugm Aguirre A

Monitoring and post-processing

• Simulation monitoring:

CFX monitors set-up.

Guidelines on numerical modeling of cyclones and hydrocyclones

CFX Monitor Points definition and User Point monitors tab in

Solver Manager

CFX Transient Statistics panel – definition of variables for time-averaging on the run

Page 29: 2008 Esssugm Aguirre A

Monitoring and post-processing

• Simulation post-processing:

Common cyclone/hydrocyclone post-processing:

Head losses;

Velocity profiles (axial, tangential, radial);

Separation efficiency;

Contour plots (pressure, volume fraction, velocity, etc.)

Turbulence post processing;

Guidelines on numerical modeling of cyclones and hydrocyclones

Page 30: 2008 Esssugm Aguirre A

Monitoring and post-processing

• Simulation post-processing:

Guidelines on numerical modeling of cyclones and hydrocyclones

Tangential velocity profile

-5.00

-3.00

-1.00

1.00

3.00

5.00

-0.020 -0.015 -0.010 -0.005 0.000 0.005 0.010 0.015 0.020

radius [m]

tang

entia

l vel

ocity

[m

s-̂1

] .

CFX

experiment 1

experiment 2

tangential velocity profile – experimental

validation

overflow and underflow

streamlines –inner (in red) and outer (in blue) spirals

Page 31: 2008 Esssugm Aguirre A

Monitoring and post-processing

• Simulation post-processing:

Guidelines on numerical modeling of cyclones and hydrocyclones

efficiency by particle size – experimental validation

(from Fluent News)

particle streamlines colored by

residence time

gas volume fraction in a

hydrocyclone simulation

with gas-core

Page 32: 2008 Esssugm Aguirre A

Monitoring and post-processing

• Simulation post-processing:

Guidelines on numerical modeling of cyclones and hydrocyclones

turbulent structures colored by vorticity

turbulent structures colored by Q-criteria

turbulent structures colored by vorticity


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