+ All Categories
Home > Documents > S1_10_50_Phillip_Fawell_rev.pdf

S1_10_50_Phillip_Fawell_rev.pdf

Date post: 01-Jun-2018
Category:
Upload: avca65
View: 212 times
Download: 0 times
Share this document with a friend

of 8

Transcript
  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    1/18

    How flocculant selection can influencesolids dilution requirements inthickener feedwells

    M Tanguay1, P Fawell1, A Grabsch1 and S Adkins2 

    1  2 

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    2/18

    Flocculation is a sensitive process

    • Flocculated aggregates are

    usually fragile.

    • Need to achieve the right

    balance of applied shear,reaction time, dosage and

    solids concentration.

    Solids concentration

       S  e   t   t   l   i  n

      g

      r  a   t  e

    Optimising these variablesin a thickener feedwell can

    be quite difficult.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    3/18

    Where do we come in?

    • AMIRA P266 has applied

    computational fluid

    dynamics (CFD) to full-scale

    feedwell optimisation.• Adding a flocculation model

    (PB-CFD) allows prediction

    of aggregate size.

    • Can readily capture solidsconcentration effects on

    flocculation performance.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    4/18

    How to deal with high solids feeds?

    • Some feedwells can provide a degree of natural

    dilution prior to flocculation, but difficult to control.

    • Direct feed dilution elevates settling rate requirements.

    • External solids dilution devices (E-duc, Turbo-dil) utiliseclarification zone liquor.

    • Flocculant choice can reduce the need for dilution:

     –

    Limited examples of this having a large influence. – Never previously studied by CFD.

     – Focused on one product (Rheomax® DR 1050 from BASF).

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    5/18

    Flocculation kinetics in pipe flow

    Profiles obtained for both flocculants across a range of dosages, solids

    concentrations and flow rates, then a population balance (PB) applied.

    Magnafloc® 336 Rheomax® DR 1050

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    6/18

    Modelling outcomes

    3  f   D

    agg 

    eff s

     p

    d   

     

    Fractal dimension (D f )→ 2.40 with Magnafloc® 336

    → 2.55 with Rheomax® DR 1050

    Magnafloc® 336Rheomax® DR 1050

    ®®®®

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    7/18

    Fractal aggregate structures

    Fractal dimension 2.51Fractal dimension 2.05 Fractal dimension 2.40

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    8/18

    Computational domain

    Inlet flow rate

    Inlet velocity

    Feed solid concentration

    Flocculant dosage

    Flocculant concentration

    Overflow rate

    1000 m3 h-1 

    1.5 m s-1 

    5,10,15,20% w/w

    20 g t-1 

    0.01%

    150 m3 h-1 

    Deliberately set low to keep the bed low

    and reduce its impact on feedwell flows

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    9/18

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    10/18

    Example PB-CFD output

    • A snapshot in time for

     just one condition.

    • Shows that there is a

    wide variety of particle/aggregate paths.

    • 50000 paths considered

    for each case.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    11/18

    Predicted settling velocities

    vs. time in thickener30

    25

    20

    15

    10

    5

    00 50 100 150 200

    Time (s)

       S   e   t   t    l   i   n   g   v   e    l   o   c   i   t   y    (   m

         h  -   1    )

    Magnafloc®

    336

    Rheomax®

    DR 1050

    5% w/w

    10% w/w

    15% w/w

    20% w/w

    Shelf height

    Feedwell exit

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    12/18

    Predicted solids throughput

    Injected slurry

    concentration 

    Maximum throughput of solids (t h-1) 

    Rheomax® DR 1050  Magnafloc® 336 

    5% w/w 168 141

    10% w/w 323 18215% w/w 359 157

    20% w/w 348 159

    • First time PB-CFD has been used to predict throughput.

    • First demonstration of the potential impact of

    flocculant selection.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    13/18

    Mean path analysis

    • Particle paths processed with a 1D flocculation model

    taking conditions (flocculant concentration, solid

    fraction, shear rate, etc.) from the CFD solution.

    • Aiming to depict process from the point of view of afinite set of particle flowing in the thickener.

    • Two approaches attempted:

     – to average the processed output of each particle path.

     – to process the average of all particle paths.

    • Averaging performed on 500 particle paths.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    14/18

    1D flocculation model vs. full PB-CFD

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    15/18

    1D flocculation model vs. full CFD

    • Processing individual particle paths and averaging results is okay.

    • Processing the averaged particle paths is not okay.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    16/18

    But what does it mean?

    • Variability in particle paths may play a significant role

    in the overall output of the thickener.

    • Full scale thickener cannot be treated as a reactor

    producing a homogeneous output: – Our CFD modellers get to keep their jobs.

     – Still may be scope to refine/speed-up the analysis.

    • PB-CFD does show that achieving a denser aggregate

    from feedwell flocculation should produce a higher

    flux under the right conditions.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    17/18

    But what does it mean in practice?

    • Just because you can get a higher flux, doesn’t mean

    you will, or even need to.

    • Flocculant selection may have reduced impacts:

     – When rise velocity of the thickener is low.

     – When applied dosages are low or solids dilution is high.

    • In particular, benefits from higher aggregate density

    may not be realised in sub-optimal feedwells:

     – Shear is too high, leading to excessive breakage.

     – Shear is too low, leading to poor mixing/short-circuiting.

  • 8/9/2019 S1_10_50_Phillip_Fawell_rev.pdf

    18/18

    Acknowledgements

    • This work has been part of ongoing collaboration

    between CSIRO and BASF.

    • It also builds upon techniques developed within the

    AMIRA P266 “Improving Thickener Technology” series ofprojects (see www.p266project.com), of which BASF has

    been a long-term sponsor.

    http://www.p266project.com/http://www.p266project.com/