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Fluor Daniel Lectureship Award
                  Flour Daniel Lectureship Award
                  AIChE 2001 Annual Meeting,
                  AIChE 2001 Annual Meeting
                  Particle Technology Forum
                  November 2001
                  November 6, 2001, Reno, NV

   New Developments through
  New Developments through
Microscopic Reconstruction of the
Microscopic Reconstruction of the
 Nature of Fluidized Suspensions
Nature of Fluidized Suspensions

         Masayuki Horio
           Tokyo U. A & T
           Koganei, Tokyo
1. Fluidization processes
      previous developments and fundamental researches
2. Significance of agglomerating fluidization
    2.1 Background 2.2 Potential of Binderless granulation
    2.3 Size Determining Mechanism in Agglomerating
       Fluidization
3. Further discussions on the size
   determining mechanism
   3.1 DEM simulation
   3.2 Comparison of Major Forces in the context of I-H model
      3.2.1 A case study on ZnO
      3.2.2 Ash agglomeration in FBC
      3.2.3 Additional remarks
4. Concluding remarks
coal, wastes,
                    biomass
                                           FCC
                          coal
                        biomass         catalytic      catalytic
                         wastes         cracking       and bio
                        Gasificat-                    reactions
de-SOx,H2S,HCl             ion
                                                                             PP, PE
                   FBC                                           olefin
                  power
                               Applications
                                                                polymeri
                   gen.                                          zation
                                    of
                  waste        Fluidization                     iron ore      hardening,
                 manage-                                        reduction,    annealing,
                                                                              patenting,
                  ment                                          Powd. M
                        OTHER:                                                Portland Cement,
                            mixing,                        Si                 Ferrite, Ceramics,
   mixing,                                                                    Nanoparticles
                          separation,    drying,
                          amusement,                   chlorina
                           healthcare    agglom         tion &
                                         -eration,       CVD
                                         coatin’

                                    food, pharmaceutical
Enos, J.L.,(1964)


Capacity in world total [%]


                                             FCC




                              year
The first dramatic success of fluid catalytic cracking (FCC).
See how desruptive the FCC technology that time was to all
                 other technology options.
COMMERCIAL
                    Cat Reactors
        FCC              Incinera-
                                                    CFBC
                         tors




                   PP,                      CVD     PFBC
                   PE;
    R              Si;                              AFBC
    &
                   Spray
    D              Granu
                   lators

 1930   1940     1950       1960     1970    1980    1990   2000



Major Fluidized Bed Process Developments
Advantages, particularly

1. high yield by uniform & stable temperature field
      that cannot be obtained by any other
      contact modes.
2. high heat transfer rate when solids or surface
      are immersed.
3. good solid mixing and potential of handling
     solids continuously
4. High energy efficiency and
      resources utilization capability
Disadvantages
  However, the advantages listed are closely related to the disadvantages of fluidization such as,

1. High back mixing, then low yields.
2. Poor gas-gas contact efficiency without high surface
area catalysts.
3. Highly erosive conditions to immersed surfaces and
high attrition conditions to bed particles because of high
particle collision frequency (essential for high heat
transfer rate).
4. High defluidization potential at high load conditions due
to agglomeration or clinkering.
5. Short residence time of fine particles and gas species
emitted from solids.
6. Low mixing intensity in the freeboard.
In the case of     Municipal Waste Incineration
 1. The frequent and unpredictable variation of calorific value of waste
 feed as well as the rapid preheating and incineration rates make it
 difficult to adjust the air-to-fuel ratio at a stoichiometric air ratio as low as
 1.2 of coal combustion. To avoid high PCDD/PCDF formation the air ratio
 has to be as high as 2.0~2.5.  fuel pretreatment (RDF), slow
 pyrolysis at low temperatures
 2. Remaining volatiles have to be combusted in the freeboard but the
 turbulent mixing in the freeboard is still not sufficient.  circulating
 fluidized bed
 3. The presence of chlorine makes it difficult to control the bed
 temperature by in-bed tubes. Furthermore, the water spray method from
 the top of the freeboard adopted sometimes brought high DXN emission.
  de-chlorination by CaCO3.
 4. Alkali and chlorine compounds formed in the bed help to form
 agglomerates.  de-chlorination, strict material balance
MSFB
                                           1974 Battelle
Waste plastic                              Columbus Lab.
pretreatment
                                           1970’s: Conoco
                                           plant troubled
                                    Sand   1980’s: Kurarey &
                                           Idemitsu plants
                RDF                        troubled.
                machiie        Limestone


                                           Spec. of MSFB at
                                           Kraray Co.
                                           steam: 70t/h
                                                   8.92 MPa,
                                                   513C
                                           fuel:   coal
                                                   plastics
                                                   waste AC

                    MSFB born again
                                                   etc.


     as a flexible energy recovery process
Expanded
                                        Horizon of
       New Technical                    Fluidization           High
                                                              Demand
       Challenges                       Processes             but High
                                                                Risk
                                                             due to the
                                                                lack
      New Scientific                                             of
                                                             Knowledge
      Challenges                        Expanded
                                        Knowledge on
                                        Fluidization
                                        Phenomena

 Fluidization research has been aiming at new designs and new
process developments as other chemical engineering principles have.
 However, it has to develop phenomenological understanding of the
nature of fluidized suspensions because no other disciplines ever
more seriously encountered it.
   Good Heritage of Fluidization Research
Nature and Art
             Natural Science and
             Engineering Science
    The presence of column wall made
    the analysis much easier

                                  volcanic
                          cloud   plateau
artificial
plant              hail
‘Turbulent’
                               ‘ Turbulent ’
      Dense
      Dense                                             Dilute
                                     and
      suspension
      suspension                   ‘ Fast ’
                                                   suspension
                                                   suspension
                                Fluidization

                   turbulent         fast bed
                   bed




                                            pnewmatic
                                            transport




    A phase diagram of a FCC powder.
         (Horio and Ito (1997); data: Hirama et al.)
For analogy with matters:
        gas velocity u0 should correspond to temperature,
        solid circulation flux Gs         to pressure, and
        particle volume flux p            to density
Fluidization, matured ?
• Once only few professional peoples' business.
• Trough national projects since the 70s including CCT
and by the spread of fluidized bed sludge/waste
incinerators, fluidization has become popular in a
much wider professions.
• Unfortunately in Japan, the serious DXNs emission
from furnaces with poor temperature control by water
spraying made the term "fluidized bed" a little more
popular to people.
• Its application is widening even coming closer to
everyday life. A bed for a burned patient is an already
classical invention but recently a dry bathing system
for nursing an aged person (Yokogawa (1998)) has
been invented.
Still exist high hurdles for higher selectivity, lower
              emissions and safer scale-up.
   New applications once expected promising in the field of
       materials processing have not yet achieved much
breakthrough except for pharmaceutical granulation and small
                         applications.
After the enthusiasm of circulating fluidization research in
the 80s, the most interesting, essential and highly
interdisciplinary research topics lie in
1) new contacting concept development including co-current
down-flowing suspensions in the downer to provide less
back mixing conditions in catalytic reactors and porous BM
for incineration and other gas-solid systems.
2) agglomerating fluidization including granulation and the
3) numerical simulation by DEM, DNS.
In today’s talk the agglomerating fluidization issues are
discussed with a wide perspective.
2. SIGNIFICANT ASPECTS OF
      AGGLOMERATING
       FLUIDIZATION
For a long period, phenomena associated with agglomerating
fluidization have been treated completely empirically and
scientific lights were shed seldom on them.
It was, however, natural because the basic intention of
fluidization has long been the better gas and solid contacting
and, accordingly, agglomeration has been only one of
unwanted side effects, which, once avoided, tend to be
forgotten.
At the same time, knowledge on elementary processes that
should be relevant to agglomerating fluidization, e.g., bubble
characteristics, forces acting among fluidized particles,
surface characteristics of solids etc., was only gradually
established during the last decades.
Defluidization velocity [m/s]
        Polyolefin Process                                                                                               Coal
Uniform gas feeding                 Nonuniform gas feeding                                                               Gasification
 particle temp. particle velocity    particle temp. particle velocity
                     vector                              vector
   t=9.1 sec                          t=8.2 sec




                                                                                                                                                                              Fig. 5. Defluidization curves for different coal
  3umf 3umf 3umf                      2umf     2umf                                                                                                                           species in a pilot scale fluidized bed gasifier
                                          15.7umf             Circulation
                                                                eddies                                                                                                        (Fujioka and Nagai (1988))
        : Upward motion
        : Downward motion

                                                              Starting
                                                             cast shot                                                                                                                                         FB
                                                                Fines
                                                              taken up                                                                                                                                         Combustion
                                                                                    1500F 87% reduction                                 1600F 87% reduction

                    Iron-oxide                                                 Experimental data from self nucleation tests
                                                                                         Wt pct                             Wt pct                         Wt pct


                    Reduction                                  Size, mesh
                                                                 US std
                                                                            Starter
                                                                             bed
                                                                                      first cycle

                                                                                       Final
                                                                                       bed
                                                                                                     Final
                                                                                                    bed less
                                                                                                               Starter
                                                                                                                beda
                                                                                                                         second cycle

                                                                                                                           Final
                                                                                                                           bed
                                                                                                                                    Final
                                                                                                                                   bed less
                                                                                                                                               Starter
                                                                                                                                                bedb
                                                                                                                                                         third cycle

                                                                                                                                                          Final
                                                                                                                                                          bed
                                                                                                                                                                    Final
                                                                                                                                                                   bed less
                                                                                                    oversize                       oversize                        oversize
                                                                   +20                  32.1                                42.3                           44.6
                                                                -20+30       18.2       33.6         49.4       55.6        38.1        66.0    67.0       36.2        65.4
                                                                -30+40       45.1       18.3         27.0       30.0        12.5        21.7    22.0       10.1        18.2
                                                                -40          36.7       16.0         23.6       14.4         7.1        12.3    11.0        9.1        16.4




                     Significance of Agglomerating
                 Fluidization in almost all fluidized bed
                                processes
Puzzling Umf
                                     increase for
                                    fine powders
 u [cm/sec]
 [cm/sec]



                            Data by Sugihara(1966)
                            and
umfmf




                            correlation by Jimbo (1966)
                                  g(rp -rff)   2   n2aF
                             umf=            dp + 3pbm dp
                                   18bm

                            [ Along with their efforts for
                            establishing Soc. Powder
                    CaCO3
                            Tech. Japan]
              dp [mm]
Chronology
                        Green letters: fundamentals
1961 Davidson’s Bubble
1966 Jimbo, Sugihara’s umf issue left a question at least to Japanese
1973 Geldart’s Powder classification and ‘Group C’ for cohesive ones
197X Donsi-Massimila(75), Masters-Rietema(77): Cohesion force and
       fluidized bed behavior
1985 Chaouki et al., Group C fluidization and agglomerate size (da)
       prediction
1987 Kono et al.: Measurement of force acting on particles
1988 Morooka et al.: Energy balance model for da
1990 Pacek-Nienow: Fine & dense hardmetal powder fluidization
1991 Campbell-Wang: Particle pressure in a FB
1992 Nishii et al.: Pressure Swing Granulation
1993 Tsuji, Kawaguchi & Tanaka: DEM for Fluidized Bed
1998 Mikami, Kamiya & Horio: Numerical simulation of agglomerating FB
       (SAFIRE)
     Iwadate-Horio: Particle pressure / Force balance model to predict da
Spray granulation
    moisture content of bed[%]




                                                                                         F                         RD
                                                                                                                               A: acetoaminophen
                                                                                                                               E: ethensamide
                                 gas vel.    yield   d50 bulk density                                                          VC: ascorbic acid


                                                                                                                                 A
                                                                                                                                 E
                                                                                                                                 VC
                                            time
Fig. 8. Typical moisture content curves in spray granulation.           Fig. 9. Effect of drug types on product size distribution of fluidized bed
(Aoki (1997))                                                           spray granulation (Sunada et al. (1997)( F: free bubbling type, RD:
                                                                        rotating distributor type)
①Fluidization
Bag filter                       interval
                                                       15s
                                ②Compaction          1s
                                 interval
                                                0            time[s]   7200
                         Gas tank

                    Compressor
    0.41m

                   f0.108m



                   Compressor        ①Fluidization      ②Compaction
                                      interval           interval
         (a) apparatus                          (b) operation


         Pressure Swing Granulation
             Nishii et al., U.S. Patent No. 5124100 (1992)
             Nishii, Itoh, Kawakami,Horio, Powd. Tech., 74, 1 (1993)
① bubbling period:                pulse (in reverse flow period)
  Bed expansion de-     ①                        ②
  agglomerates and
  compaction, attrition
  and solids revolution
  make grains spherical. cake
  Fines are separated
  and re compacted on
  the filter.


  fines‘ entrainement
                                                     ② filter cleaning &
   bed expansion                                       reverse flow period:
                                                       Cakes and fines are
    bubbling                                           returned to the bed
                                                       cleaning-up the filter, and
                                                       bed is compacted
                                distributor            promoting
         compaction                                    agglomerates’ growth
         and attrition                                 and consolidation.

                                         air (in bubbling period)
                 What happens in PSG?
Potential of binderless
     granulation
 •Particle strength: how much is
 needed ?
 •Weak granules help easy
 tabletting, higer green density,
 potential application to DPI
 •Attrition reagglomeration
 mechanism helps achieving
 content uniformity
#30-2         #30-2           #16-2           #16-2




       #30-1          #30-1           #16-1           #16-1



ZnO




       #30-2          #30-1          #16-2           #16-1




                                                              500mm
                Structure of PSG granules
      Granules split by a needle show a core/shell structure.
                   (Horio et al., Fluidization X (2001))
original
                                                            PSG
                                                            granules
 Cumulative weight [%]

                         PSG
                         granules                               slide




                                                                        500mm
                         from ZnO                               gate
                         dp=0.57mm


                         after
                         1st fall
                         2nd fall
                         3rd fall




                                    Particle size [10-6m]


PSG granules: weak but strong enough!
Change in PSD of PSG granules in realistic conditions
1mm           1mm            1mm
  No. 2         No. 3          No. 4
                                                                           100




                                       Cumulative size distribution [v%]
                                                                            80                                                  d p,sv [mm]
                                                                                                                        No. 2   7.48
                                                                            60                                          No. 3   4.95
                                                                                                                        No. 4   4.79
                                                                            40                                          No. 5   4.14
1mm          1mm             1mm                                                                                        No. 6   3.71
                                                                            20                                          No. 7   2.58
  No. 5         No. 6          No. 7
                                                                            0
                                                                                 0         10        20         30       40                   50
           Product Powders                                                                      Primary particle size [mm]


                                                                                     Original Powders
                                                                                     Fig. 4 Size distributions of primary particles




 PSG Microphotographs of PSG granules offound possible for
   Fig. 6 from lactose lactose

                             dp<3mm Tkakno et al. (1998)
Lactose                      3
                                 Granule size: 0.355~0.5mm
                                                                         0.01


                                     Ethensamide                                    Lactose




                  Load[gf]
                             2




                                                             force [N]
                                                                         1E-3


                             1
                                                Lactose

                                                                         1E-4
                             0
                                  40 80 120 160 200                             1             10
                                                                                     displacement [mm]
                                                                                                         100

                                 Displacement[μm]

(a) photo image              (b) particle compression                               (c) close-up of
                                  test                                                 elastic behavior




      Characteristics of PSG granules
Applications

•Hard metal cutting tool manufacturing
and other PM materials
•Ceramic and other materials
•Pharmaceutical agglomeration and
DPI (dry powder inhalation) etc.
feed compositions
                                            powd. dp(WC) WC Co wax*
                                                    x10-6m %wt   %wt   %wt

                                              1      1.5 93.0 7.0 0.5
                                              2      6.0 85.0 15.0 0.5
  Powder 1      Powder 2       Powder 3       3      9.0 77.0 23.0 0.5
                                            dp(cobalt)=1.3-1.5x10-6m
                                            *) Tmp(wax)=330K

                                           preparation:
                                              1. grinding 2.5hr
                                              2. vacuum drying
                                           PSG:
Agglomerate 1 Agglomerate 2 Agglomerate 3     Dt=44mm
                                              charge=150g
                                              u0=0.548 m/s
     Hard Metal Application                   P(TANK)=0.157 MPa
  SEM images of feeds and product granules    total cylces=64
        Nishii et al., JJSocPPM(1994)
Transverse rupture strength [N/mm2]
                                                                                   PSG
                                                                                   method
                PSG
                method
                                                                    convent-
                                                                    ional
                                                                    method




       Co content [wt%]                                                 Co content [wt%]


Application to hard metal industry (Nishii et al., JJSPPM(1994))
  Improved strength of sintered bodies
500mm

                      L : E=1 : 1
                                                            500mm
   Co-agglomeration                                   L : E=0 : 1
       of lactose and ethensamide

                     CH2OH           O
                   H     O H
                                     C-NH2
             CH2OH   H
                     OH H                    OCHCH3
                                                2
          OH     O O        OH
             H       H OH
             OH H
           H       H
             H OH        ・H2O
10mm                                                    10mm
                Lactose          Ethenzamide
100
Concentration of Ethenzamide                                          1000mm
                                     Granule Sample : 10mg
   in Product Granules [%]
                               80                                      500mm

                               60
                                                                       250mm

                               40
                                                                       UV
                               20                                      absorbance:
                                                                       300nm
                                0
                                     0    20   40    60   80    100
                                      Average Mass Concentration of
                                        Ethenzamide in Feed [%]

                Chemical Uniformity of PSG
                        granules
Size Determining Mechanism
in Agglomerating Fluidization

          2.1 Background
    2.2 Potential of Binderless
            granulation
         2.3 Size Determining
   Mechanism in Agglomerating
            Fluidization
difference, P




                                              difference, P
                          B           D                                   B’ C’ D’
                              C
                  A                                             A’
 pressure




                                              pressure
                                                                  E’         mf,a       u
          superficial gas velocity, u0                   superficial gas velocity, u0

           A          B           C                   A              B’        C’           D’   E’



                                          D


left: a completely uniform and rigid bed;                      right: a realistic bed




   A thought experiment of fluidization
          of cohesive powders
Comparison of previous model concepts
  Authors             Model               External force/energy                   Cohesion force/energy                            Comments

                                         FGa                                     Fpp
 Chaouki
                                                                                                             [              ]
                    FGa = Fpp                                                                                                   No bubble
                                                   FGa = p d a3
                                                                                                     hwd p
                                                                                                         hw
 et al.                                                                                      Fpp =
                                                                                                 2 1+ 8 2 3                     hydrodynamic
                                                   r ag
                                                         6                                   16       p
                                                                                                                                effects included.
                 Force balance                                                                        Hr
                                                                                 van der Waals force
                                        gravity force ≒drag force
                                                                                 between primary particles

                                                                                                                                No bubble
                                        v=u mf       Etotal =(Ekin+Elam )           Esplit
                                                                                                                                hydrodynamic
                Etotal=(Ekin+Elam )                                                            h w (1- a)d a2
 Morooka                                             Elaminer =3pmu mfd a2                   Esplit =
                                                                                                                                effects included.
                      =Esplit                         shear
                                                                                                 322                           If 3m umf <hw (1-a)
  et al.                                             Ekinetic =mu mf 2/2          Etotal          ad p                         /(32pd p  a),
                Energy balance                                                     energy required to                           negative d a is
                                      laminar shear + kinetic force
                                                                                   break an agglomerate                         obtained.

                                      expansion                               Fcoh,rup
                 Fexp = Fcoh,rup                    exp = - Ps                                                                 Bed expansion
                                                                                                                                force caused by
                                                           p Db rag(-Ps)d a2                                 Had a(1- a)
                                       bubble       Fexp =                                   Fcoh,rup =                         bubbles is
Iwadate-Horio                                                     2n k                                           242           equated with
                 Force balance                                                                                                  cohesive rupture
                                                                                                                                force.
                                           bed expansion force                     cohesive rupture force
4                                                              4
                          expansion                                                                    expansion
            3                                 2Ps                          3
                                   Ps                                               Ps         2Ps
                                          rp(1-)gD b                                      rp(1-)gDb
            2                                                              2
                                        Ps =-1/4
=2p/3                      -1/2                              =0.639p                         -1/4                                                                                                    bubble A
            1 -3/4                         -1/8                       1              -1/2              -1/8                          2,000
                                                                    -3/4                                        Ps = -1/20                                                       b
                    -1                       -1/20                              -0.843                                                                        a                      c
            0                                                              0                                                                                                                           -4
                                                                                                                                                                                         dp/dz=1.31×10 [Pa/m]
 b




                                                                                                                     0               1,500
                                                               b




                                                   0
                                                                            3/2                                                      1,306
z/R




                                                   1/20
                                                              z/R




         -1                                                                -1




                                                                                                                             P[Pa]
                                                                    5/4                                       1/20
      5/4       1                                                                                                                    1,000       gas pressure
                    3/4                                              1                   1/2
                                                 1/8                                                  1/8                                                                                                  3
         -2               1/2                                       3/4 -2                     1/4                                                                                       dp/dt=-5.44×10 [Pa/s]
                                    1/4
                                                                                                                                      500        particle pressure
         -3                                                                -3
                                                                                                                                                 d
                                   compaction                                       compaction
         -4                                                                -4                                                           0
                0         1        2         3            4                     0           1         2          3       4                   0    0.2   0.4       0.6   0.8      1    1.2      1.4   1.6       1.8   2
                   x/Rb                                                            x/Rb                                                                                       time[s]
      (a) two dimensional bed                                       (b) three dimensional bed
Fig. 17 Normal stress distribution around a bubble; left: theoretical predictionfor 2D and 3D single isolated bubble; right: experimental
verification (Horio, Sugaya and Iwadate. (1998))



      Particle pressure around a Davidson’s bubble
agglomerating
                                         fluidization unstable point                                                          The critical condition
                                                                                                        1E-4




                             stable point                                B
                      Hada(1- a)
                                                                                                 1E-5




            Fcoh,rup=
                        24 2                                A                                                                                                     C




                                                                                    log F[N]
                                                                                          1E-6
log F[N]




                                                                                                                                                saddle point
                                                                                          1E-7




                                                  fluidized
                                                                                          1E-8




                                        pDbra g da2                                                                                       is reduced to
                             Fexp=                2          nk
                                                                                          1E-9




                                                                                                                                            modify Fexp
                                3E-5       1E-4       3E-4                                              1E-10



                                                                                                                1E-6   3E-6   1E-5   3E-5        1E-4       3E-4       1E-3   3E-3
               3E-6   1E-5                                        1E-3       3E-3




                                       log d a[m]                                                                                            log d [m]  a

           Ps*                                    defluidization ( u0=umfa)
 (a) Force balance and two solutions                                                                            (b) Critical agglomerate size

           Force balance to determine agglomerate
                             size
                                                  I-H model (Powder Technol., 1998)
Two difficulties in I-H model
       1. particle-particle attraction force ?
       2. agglomerates grow while bubbles
                             are absent ?
             4
                                          expansion                                                            agglomerating
             3                                                                                                  fluidization unstable point                                                                 The critical condition
                                 2Ps
                      Ps     rp(1-)gDb                                                                                                                                           1E-4




             2
                                                                                               stable point                                        B
                                                                                               
                                                                                                                                                                           1E-5




=0.639p                         -1/4                                        Fcoh,rup H ad a(1- a)
                                                                                     =
        1              -1/2               -1/8                                           24  e2
                                                                                                                                     A                                                                                                                  C
                                                                                                                                                                                                                   da
                                                                                                                                                                     1
                                                                                                                                                                     E-6




                                                                                                                                                              log F[N]
                                                                                                 forc
                                                                log F[N]




      -3/4                                         Ps = -1/20                               ture                                                                                                F coh,ru
                                                                                                                                                                                                        p
                  -0.843                                                              rup
                                                                                  on
                                                                                                                                                                     1
                                                                                                                                                                     E-7




             0                                                                esi                  e                     fluidized                                                                                                    saddle point
                                                                           coh                  rc
 b




                                                        0                                                                                                                                                    2
                                                                                              fo
                                                                                           on                                                                                                               da
                                                                                                                                                                     1
                                                                                                                                                                     E-8




              3/2
                                                                                      ns
                                                                                         i                      pDbra g d a2                                                                                                is reduced to
z/R




             -1
                                                 1/20                              pa        Fexp=                                                                                                      p
                                                                               ex                                                                                                               F ex                          modify Fexp
                                                                                                                                                                     1
                                                                                                                                                                     E-9



      5/4                                                                                                 -
                                                                                                                         2-
                                                                                                                                     nk  -



       1                   1/2
                                                                                               5                                                                                                        -          -              1          -                    -          3   -




                                         1/8
      3/4 -2                     1/4                                             3 -6
                                                                                 E        15
                                                                                          E-
                                                                                                   3E5
                                                                                                   3E-5           1 -4
                                                                                                                  E4
                                                                                                                  E           3E4
                                                                                                                              3E-4


                                                                                                                                             1
                                                                                                                                             E-3       3E-3
                                                                                                                                                                                  1 10
                                                                                                                                                                                  E-

                                                                                                                                                                                         1E6
                                                                                                                                                                                         1E-6    3E6
                                                                                                                                                                                                 3E-6       1
                                                                                                                                                                                                            E-5        3 -5
                                                                                                                                                                                                                       E5
                                                                                                                                                                                                                       E              1 -4
                                                                                                                                                                                                                                      E4
                                                                                                                                                                                                                                      E          3E
                                                                                                                                                                                                                                                  E-4       1
                                                                                                                                                                                                                                                            E3
                                                                                                                                                                                                                                                            E-3       3E-3




                                                                                                              log d a[m]                                                                                                       log d a[m]
                                                                            Ps*                                          defluidization ( u0=umfa)
             -3
                      compaction
                                                                 (a) Force balance and two solutions                                                                                     (b) Critical agglomerate size
             -4
                  0           1           2         3       4
                                        x/R b
      ( b) three dimensional bed
3
                            Ff
                2.5


   Load [mPa]
                 2
                1.5
                                                               Grain compression test and
                 1
                0.5
                                                               typical force displacement
                 0
                  0               50     100     150
                                  Displacement [mm]
                                                         200            responses
(a) Example of fr actur e tensile str ength mesur ement



                             A : Elastic and plastic
                                 deformation




                            Ff

                            B : Elastic brittle fracture
                       Ff
                                                                                    CCD

                             C :Plastic deformation


                      Ff
                                                                 Then,particle-to-particle
                                                                 cohesion force was
                                 (b) Types of mesur ements       determined by Rumph Eq.
1E-3                                                                            1E-3
                     No. 4                                                                                   No. 5
                                 F exp                                                                                                                                           1.4E-3




                                                                                                                                    1
          1E-4                                                                            1E-4                   F exp




                                                                                                                                  =
                                F coh,rup
                                                                                                                 F coh,rup                                                                 Lactose
   F[N]




                                                                                F[N]
                                                            77
                                                                                                                                                                                 1.2E-3
                                       1


                                                          .05




                                                                                                                                                        2
                                     =

          1E-5                                                                            1E-5                                                                                             ZnO




                                                                                                                                                  .15
                                                    al =0




                                                                                                                                                al =0
                                                                                                                                                                                           L:E=7:3
                                                    ti c




                                                                                                                                               ti c
                                                cri



          1E-6                                                                            1E-6
                                                                                                                                                                                  1E-3




                                                                                                                                           cri
                                            




                                                                                                                                     
                           dobs=677mm                                                                                 dobs=788mm                                                           L:E=1:1
                         dcalc=621mm                                                                                  dcalc=723mm




                                                                                                                                                                       [m]
          1E-7                                                                            1E-7
                 1             10            100                1000   10000                         1               10           100                 1000     10000                       L:E=3:7




                                                                                                                                                                        a,calc
                                         d a [ m m]                                                                               d a [ m m]                                      8E-4
          1E-3
                                                                                              1E-3
                     No. 6                                                                                    No. 7
                                                                                                                                                                                  6E-4




                                                                                                                                                                       d
          1E-4
                             F exp                                                                                    F exp
                             F coh,rup                                                        1E-4                    F coh,rup
F[N]




                                                                                                                                1
                                      1




                                                                                                                              =
                                    =




                                                                                                                                                                                  4E-4
                                                           08




                                                                                       F[N]


          1E-5




                                                                                                                                                 2
                                                      .08




                                                                                                                                            .15
                                                                                              1E-5
                                                  al =0




                                                                                                                                        al =0
                                                   ti c




                                                                                                                                         ti c
          1E-6
                                                                                                                                                                                  2E-4
                                               cri




                                                                                              1E-6



                                                                                                                                     cri
                                            




                                                                                                                                  
                              dobs=607mm                                                                        dobs=373mm
                              dcalc=726mm                                                                            dcalc=667mm
          1E-7
                 1            10            100                 1000   10000                  1E-7
                                         d a [ m m]
                                                                                                         1            10           100
                                                                                                                                     d a [ m m]
                                                                                                                                                        1000   10000
                                                                                                                                                                                 0E+0
                                                                                                                                                                                   0E+0     4E-4        8E-4   1.2E-3
                                                                                                                                                                                       2E-4     d a,obs [m] 1E-3
                                                                                                                                                                                                 6E-4              1.4E-3

                                                                                                                                                                   Comparison of model predictions with
                                                                                                                                                                   observed data

                       Agglomerate size determination by I-H                   Fig. 13 Agglomerate size determination (PSG:2hr, pre-sieving by 16mesh)




                       model (Takano et al. Powd. Tech.,accepted,2001; Lactose;
                                                                                PSG:2hrs, presieving by 16 mesh)
500
Median diameter [10-6m] Median diameter [10-                                                                  600




                                                                                      Median diameter [10-
                                                     adsorption at: 293K,                                                               293K,
                                                     p(adsorbate): 4kPa                                                                 4kPa

                  400                                                                                           500

                                                       No effect: desorbed
                                                       during PSG
                         6m]




                                                                                      6m]
                          300                                                                                   400
                                                 0      3        6          9   12                                    0   3         6           9   12     Notes: At 573K all
                                                         Absorption time [h]                                                  Absorption time [h]          hydroxyl groups




                                                                                     Median diameter [10-6m]
                          500                                                                                                                              on TiO2 are
                                                                                                                500                                        eliminated
                                                                     573K,                                                          573K,                  (Morimoto, et al.,
                                                                     13.3kPa                                                        13.3kPa                Bull. Chem. Soc.
                     400                                                                                                                                   JPN, 21, 41(1988).
                                                                                                                400                                        Highest heat of
                                                                                                                                                           immersion at 573K
                             300                                                                                                                           (Wade &
                                                                                                                                   No effect ??            Hackerman, Adv.
                                                                                                                                                           Chem. Ser., 43, 222,
                             200                                                                                300                                        (1964))
                                                 0      3        6          9   12                                    0   3         6           9   12
                                                        Absorption time                                                   Absorption time [h]
                                                        (a) C2H5OH
                                                        [h]
                                                                                                                          (b) NH4OH
                                                                                                                                                         heat treatment:at p<13.3Pa
                                                                                                                                                              523K, for 6 hrs
                                                                                                                                                         adsorption:
                                                                                                                                                              bed= f150x10mm

 Further possibility of size modification of PSG                                                                                                              in a 0.03m3 vacuum
                                                                                                                                                                 dryer
 granules (from TiO2 (0.27x10 m) ) by heat and                                       -6                                                                  PSG: charge=0.0333 kg

 surface treatment                                                                                                                                       50%
                                                                                                                                                              u0=0.55 m/s RH: 40-

                                                                                                                                                              fluidiz.:15 s comp.: 1 s
                                                                 Nishii & Horio (Fluidization VIII, 1996)                                                     total cycles=450
3. Further discussions on the size
      determining mechanism

  3.1 DEM simulation
      3.2 Comparison of Major Forces in the
 context of I-H model
         3.2.1 A case study on ZnO
         3.2.2 Ash agglomeration in FBC
         3.2.3 Additional remarks
The DEM simulation stands in between the two-fluid model (TFM) and
the direct Navier-Stokes simulation (DNS). DEM takes care of all distinct
particles and collisions. In the TFM particles are treated as a continuum
having a constitutive characteristics, which is derived based on stochastic
mechanics. In the DNS each particle should be surrounded by quite a few
finer grids to simulate fluid motion, as precisely as the particle scale, based
on the first principle.
Initiated by Candall and Struck (1979) DEM is now widely utilized in
many researchers of particulate materials. However, the concept of
DEM was applied to fluidized bed only recently by Tshuji et al. (1993).
Since it has been the author's belief that a simulation model has to be
able to deal with trouble making phenomena such as agglomeration,
where particle deformation may be maintained by bond formation, the
soft sphere model that allows multiple collisions and agglomerate
formation with reasonable complication was thought to be the right way
to go.
We have been developing models to take care of realistic situations in
chemical engineering. We also organized a research consortium with R-
Flow corporation, a software company in Japan, for a three year project
(1997-2000) to study the industrial needs and theoretical investigation.
Now we can be sure about the present limitation of DEM.
COMBUSTION                  Spray                         Agglomerating      AGGLOMERATION
                            Granulation/Coating           Fluidization
      FB
 w/ Immersed                                                              Ash
    Tubes :                                                               Melting
                                             FB of            Particles w/
Pressure Effect                                                               I-H
                                         Solid Bridging      van der Waals
  Rong-Horio                                                                  1998          Tangential
      2000             FB w/                                   Interaction
                                          Kuwagi-Horio                                      Lubrication
                     Immersed                                Iwadate-Horio                    Effect
                                             1999
Coal/Waste             Tubes                                      1998
                                                                                           Kuwagi-Horio
Combustion                                                                   Parmanently
                     Rong-Horio                                                               2000
  in FBC                                                                       Wet FB
                        1999
                                                                          Mikami,Kamiya,
                                                   SAFIRE                     Horio
                                         DEM forAgglomerating FBs             1998
                   Particle-Particle         Mikami-Horio 1996
 Single Char        Heat Transfer          Dry-Noncohesive Bed
 Combustion          Rong-Horio               Tsuji et al. 1993
                                                                                      Natural Phenomena
   in FBC               1999
 Rong-Horio                                                                                   OTHER
   1999

                              Olefine                                Scaling Law
                            Polymerization      Structure of           for DEM
                               PP, PE         Emulsion Phase         Computation           Low Reynolds
                                                                    Kajikawa-Horio         Simulation
                             Kaneko et al.
                                1999              Kajikawa-Horio        2000~
                                                       2001
      Catalytic Reactions
                                                                                  LARGE SCALE
CHEMICAL REACTIONS                           FUNDAMENTAL                          SIMULATION
dp=100mm, rp=3700kg/m3
                                u0=0.1m/s, Ha=1.0×10-19J




0.411s     0.430s      0.450s       0.469s      0.489s
   High particle normal stress right below a bubble
                 (Kuwagi-Horio(2001))
dp=100mm, rp=3700kg/m3
                        u0=0.1m/s, Ha=1.0×10-19J




 0.460s     0.462s      0.464s        0.467s




            0.469s      0.472s        0.474s
Close look at agglomerates (blue ones) in
        the region above a bubble
Agglomerate: Fcoh>Frep, max
                       Collision: Fcoh<Frep, max

           *
Non-cohesive Ha=0.4x10-19J Ha=1.0x10-19J   Ha=2.0x10-19J




                                           Kuwagi-Horio(2001)
    Numerically determined agglomerates
High voltage DC power source (0-9kV)
                                                                                          100   static bed height: 200mm
                                                                                                fluidizing velocity: 0.4m/s
                                                            Filter




                                                                     % collection [wt%]
                                                                                           80   voltage: ±0~9kV
                                                                                                fluidization time: 5min
                                   175
                                                                                           60        Ground electrode
Aluminium
electrode                                                                                  40
                                     entrained                                                               Positive electrode
                                     particles
                         150                           10                                  20        Bag filter
              200
                                     490mm
                                                                                           0
                                                                                            0       2       4       6         8   10
         )(
         )(




                                                                                                        Positive voltage [kV]
                                    2D Fluidized bed
(a) Appaaratus (b) Results for ZnO agglomerate entrained from the bed (dp=0.78mm, da=337mm)
Fig. 22

              qa=2.310-15C for a 50mm granule, and
              1.610-11C/kg
      Determination of particle charge by
          parallel electrode method
r1                 From Kelvin’s theory

                   r2         r2=[-3+(9+8brp)]/2b
   rp                         b=(RTrL/M)ln(1/RH)

For primary particles: Flb,pp=pr2(1+r2/r1)
For agglomerates:Flb,aa=pr2a(1+r2a/r1a)
         r1a

                        r2a
    ra
         Liquid bridge force
mm,
                     ZnO 0.57 u0=0.351m/s, column diam.=0.3m
               0.1
             1E-3                          F
                      FvW (with deformation) exp
             1E-5
                       FvW0
 Force [N]

             1E-7
             1E-9
                             Fgravity
             1E-11                                                 Fcapillary;RH=0.6
             1E-13
                                        Fstatic electric.
             1E-15
             1E-17
                      1E-6        1E-5         1E-4         1E-3         0.01
                                                  da [m]


Force comparison for ZnO
Liquid bridge curvature from bridge
              volume VL
VL/(pda3)=1.5(r1a/ra)2[1- (r1a/ra)(1+2/ (r1a/ra))1/2sin-1[1/(1+ (r1a/ra))]



     Karita PFBC                     10bar 870C
      sinter grain: a=0.2
     bed height: 3.3m
     bed width: 11.3m
     =0.35 N/m (Novok et al. (1995)),
     =0.0515
T=870 ーC, d p  =900 mm, Surface
                           tension=0.4N/m, Ha=1410-20 J/                    Db,p=10atm
                     10
                     0.1                        Db,p=1atm
Force [N], Db [m]

                    1E-3              Flb,pp
                    1E-5     Flb,a
                    1E-7
                                                   FvdW
                    1E-9
                1E-11
                                         FG                   Fexp,p=10atm
                1E-13
                                                               Fexp,p=1atm
                1E-15
                1E-17
                    1E-6             1E-5          1E-4            1E-3      0.01
                                            Solids size [m]
                                Force comparison for a
                                PFBC/AFBC conditions
2D DEM results: dp=200mm,
                                  T=1273K, u0=0.26m/s




3 micro contact points   smooth surface     9 micro contact points
            Case of Metal Sintering
            steel shots deposit growth
              vs. surface roughness
                                                Kuwagi-Horio 2000
CONCLUDING REMARKS
1. Secrets of Fluidization have been unveiled almost by the 60 yrs
endeavor and fluidization should now be no more a risky
technology.
2. We are coming close to the comprehensive knowledge of
fluidization: Bubbling, turbulent, fast to pneumatic; Adhesion
effects and agglomerating fluidization; Scaling law and Numerical
simulation.
3. More challenge to invent a new reactor concept that provides a
longer but uniform gas species' residence time and equal events
for all particles.
4. Challenge for materials process developments based on the
thermal uniformity of fluidized beds, but guaranteeing the
uniformity of events for individual particles in the mass. The
development should be from its beginning.
5. More emphasis on education / continuing education needed; in
addition to fundamental research and high-tech developments,
social/everyday applications should be encouraged.
DEM: problems to be Solved
 The problems of DEM in view of its future application to real large scale
computation are coming out from its essential intermediate nature
between TFM and DNS. At this moment millions of particles of uniform
sizes can be dealt with a fast machine by say a week of computation but if
we are simulating a bed of f2m and 4m high containing say 1mm particles
we have roughly 10 billion particles. Accordingly, it is necessary to invent
a new method that allows us to bypass the tedious collision computations.
Another difficulty is relevant to how to overcome the assumption of
uniform particles. If we introduce particle size distribution, we are forced
to do 3D computation although 3D computation itself was already done by
Mikami (1998). In the computation of distributed particle size systems,
however, we are facing the limitation of the simple fluid cell treatment and
tend to introduce subgrids to take care, for instance, the segregation of
particles in a cell, small particle motion around a large article surface etc.
The third difficulty originates from the present formulation of collision
with the assumption of spherical smooth surface particles. The surface
characteristics are found very much significant even in our simple model
of surface roughness in iron particle sintering (Kuwagi et al. (1999)). More
realistic look into the collision, lubrication and friction phenomena is
needed.
REMAINING MOUNTAINS IN DEM
               SIMULATION
Collision formulation: particle shape, surface roughness, plastic
deformation, attrition, lubrication force, attraction and repulsion forces
Effect of particle distribution in a gas cell: local clustering
effect on pressure gradient
Particle size distribution: shielding effect of particles in the up-
stream; Local clustering and adhesion
Gas boundary layer and wake around a particle: Boundary
layer during a collision; Gas wake shedding behind a particle; Gas-gas
reaction modeling; freeboard modeling
Particle-to-particle heat transfer: Boundary layer modification
during collision; transient effects etc.
Long distance interaction forces: Collision and static electricity
charging;
Large scale computation: minimum 100million particles
Realistic process modeling: heat & mass transfer, erosion,
attrition, agglomeration, gas-solid reaction, gas-gas reaction

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Semelhante a New Developments Through Microscopic Reconstruction of the Nature of Fluidized Suspensions 011106 AIChE FlourDaniel lectureship award lecture (20)

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New Developments Through Microscopic Reconstruction of the Nature of Fluidized Suspensions 011106 AIChE FlourDaniel lectureship award lecture

  • 1. Fluor Daniel Lectureship Award Flour Daniel Lectureship Award AIChE 2001 Annual Meeting, AIChE 2001 Annual Meeting Particle Technology Forum November 2001 November 6, 2001, Reno, NV New Developments through New Developments through Microscopic Reconstruction of the Microscopic Reconstruction of the Nature of Fluidized Suspensions Nature of Fluidized Suspensions Masayuki Horio Tokyo U. A & T Koganei, Tokyo
  • 2. 1. Fluidization processes previous developments and fundamental researches 2. Significance of agglomerating fluidization 2.1 Background 2.2 Potential of Binderless granulation 2.3 Size Determining Mechanism in Agglomerating Fluidization 3. Further discussions on the size determining mechanism 3.1 DEM simulation 3.2 Comparison of Major Forces in the context of I-H model 3.2.1 A case study on ZnO 3.2.2 Ash agglomeration in FBC 3.2.3 Additional remarks 4. Concluding remarks
  • 3. coal, wastes, biomass FCC coal biomass catalytic catalytic wastes cracking and bio Gasificat- reactions de-SOx,H2S,HCl ion PP, PE FBC olefin power Applications polymeri gen. zation of waste Fluidization iron ore hardening, manage- reduction, annealing, patenting, ment Powd. M OTHER: Portland Cement, mixing, Si Ferrite, Ceramics, mixing, Nanoparticles separation, drying, amusement, chlorina healthcare agglom tion & -eration, CVD coatin’ food, pharmaceutical
  • 4. Enos, J.L.,(1964) Capacity in world total [%] FCC year The first dramatic success of fluid catalytic cracking (FCC). See how desruptive the FCC technology that time was to all other technology options.
  • 5. COMMERCIAL Cat Reactors FCC Incinera- CFBC tors PP, CVD PFBC PE; R Si; AFBC & Spray D Granu lators 1930 1940 1950 1960 1970 1980 1990 2000 Major Fluidized Bed Process Developments
  • 6. Advantages, particularly 1. high yield by uniform & stable temperature field that cannot be obtained by any other contact modes. 2. high heat transfer rate when solids or surface are immersed. 3. good solid mixing and potential of handling solids continuously 4. High energy efficiency and resources utilization capability
  • 7. Disadvantages However, the advantages listed are closely related to the disadvantages of fluidization such as, 1. High back mixing, then low yields. 2. Poor gas-gas contact efficiency without high surface area catalysts. 3. Highly erosive conditions to immersed surfaces and high attrition conditions to bed particles because of high particle collision frequency (essential for high heat transfer rate). 4. High defluidization potential at high load conditions due to agglomeration or clinkering. 5. Short residence time of fine particles and gas species emitted from solids. 6. Low mixing intensity in the freeboard.
  • 8. In the case of Municipal Waste Incineration 1. The frequent and unpredictable variation of calorific value of waste feed as well as the rapid preheating and incineration rates make it difficult to adjust the air-to-fuel ratio at a stoichiometric air ratio as low as 1.2 of coal combustion. To avoid high PCDD/PCDF formation the air ratio has to be as high as 2.0~2.5.  fuel pretreatment (RDF), slow pyrolysis at low temperatures 2. Remaining volatiles have to be combusted in the freeboard but the turbulent mixing in the freeboard is still not sufficient.  circulating fluidized bed 3. The presence of chlorine makes it difficult to control the bed temperature by in-bed tubes. Furthermore, the water spray method from the top of the freeboard adopted sometimes brought high DXN emission.  de-chlorination by CaCO3. 4. Alkali and chlorine compounds formed in the bed help to form agglomerates.  de-chlorination, strict material balance
  • 9. MSFB 1974 Battelle Waste plastic Columbus Lab. pretreatment 1970’s: Conoco plant troubled Sand 1980’s: Kurarey & Idemitsu plants RDF troubled. machiie Limestone Spec. of MSFB at Kraray Co. steam: 70t/h 8.92 MPa, 513C fuel: coal plastics waste AC MSFB born again etc. as a flexible energy recovery process
  • 10. Expanded Horizon of New Technical Fluidization High Demand Challenges Processes but High Risk due to the lack New Scientific of Knowledge Challenges Expanded Knowledge on Fluidization Phenomena  Fluidization research has been aiming at new designs and new process developments as other chemical engineering principles have.  However, it has to develop phenomenological understanding of the nature of fluidized suspensions because no other disciplines ever more seriously encountered it. Good Heritage of Fluidization Research
  • 11. Nature and Art Natural Science and Engineering Science The presence of column wall made the analysis much easier volcanic cloud plateau artificial plant hail
  • 12. ‘Turbulent’ ‘ Turbulent ’ Dense Dense Dilute and suspension suspension ‘ Fast ’ suspension suspension Fluidization turbulent fast bed bed pnewmatic transport A phase diagram of a FCC powder. (Horio and Ito (1997); data: Hirama et al.) For analogy with matters: gas velocity u0 should correspond to temperature, solid circulation flux Gs to pressure, and particle volume flux p to density
  • 13. Fluidization, matured ? • Once only few professional peoples' business. • Trough national projects since the 70s including CCT and by the spread of fluidized bed sludge/waste incinerators, fluidization has become popular in a much wider professions. • Unfortunately in Japan, the serious DXNs emission from furnaces with poor temperature control by water spraying made the term "fluidized bed" a little more popular to people. • Its application is widening even coming closer to everyday life. A bed for a burned patient is an already classical invention but recently a dry bathing system for nursing an aged person (Yokogawa (1998)) has been invented.
  • 14. Still exist high hurdles for higher selectivity, lower emissions and safer scale-up. New applications once expected promising in the field of materials processing have not yet achieved much breakthrough except for pharmaceutical granulation and small applications. After the enthusiasm of circulating fluidization research in the 80s, the most interesting, essential and highly interdisciplinary research topics lie in 1) new contacting concept development including co-current down-flowing suspensions in the downer to provide less back mixing conditions in catalytic reactors and porous BM for incineration and other gas-solid systems. 2) agglomerating fluidization including granulation and the 3) numerical simulation by DEM, DNS. In today’s talk the agglomerating fluidization issues are discussed with a wide perspective.
  • 15. 2. SIGNIFICANT ASPECTS OF AGGLOMERATING FLUIDIZATION For a long period, phenomena associated with agglomerating fluidization have been treated completely empirically and scientific lights were shed seldom on them. It was, however, natural because the basic intention of fluidization has long been the better gas and solid contacting and, accordingly, agglomeration has been only one of unwanted side effects, which, once avoided, tend to be forgotten. At the same time, knowledge on elementary processes that should be relevant to agglomerating fluidization, e.g., bubble characteristics, forces acting among fluidized particles, surface characteristics of solids etc., was only gradually established during the last decades.
  • 16. Defluidization velocity [m/s] Polyolefin Process Coal Uniform gas feeding Nonuniform gas feeding Gasification particle temp. particle velocity particle temp. particle velocity vector vector t=9.1 sec t=8.2 sec Fig. 5. Defluidization curves for different coal 3umf 3umf 3umf 2umf 2umf species in a pilot scale fluidized bed gasifier 15.7umf Circulation eddies (Fujioka and Nagai (1988)) : Upward motion : Downward motion Starting cast shot FB Fines taken up Combustion 1500F 87% reduction 1600F 87% reduction Iron-oxide Experimental data from self nucleation tests Wt pct Wt pct Wt pct Reduction Size, mesh US std Starter bed first cycle Final bed Final bed less Starter beda second cycle Final bed Final bed less Starter bedb third cycle Final bed Final bed less oversize oversize oversize +20 32.1 42.3 44.6 -20+30 18.2 33.6 49.4 55.6 38.1 66.0 67.0 36.2 65.4 -30+40 45.1 18.3 27.0 30.0 12.5 21.7 22.0 10.1 18.2 -40 36.7 16.0 23.6 14.4 7.1 12.3 11.0 9.1 16.4 Significance of Agglomerating Fluidization in almost all fluidized bed processes
  • 17. Puzzling Umf increase for fine powders u [cm/sec] [cm/sec] Data by Sugihara(1966) and umfmf correlation by Jimbo (1966) g(rp -rff) 2 n2aF umf= dp + 3pbm dp 18bm [ Along with their efforts for establishing Soc. Powder CaCO3 Tech. Japan] dp [mm]
  • 18. Chronology Green letters: fundamentals 1961 Davidson’s Bubble 1966 Jimbo, Sugihara’s umf issue left a question at least to Japanese 1973 Geldart’s Powder classification and ‘Group C’ for cohesive ones 197X Donsi-Massimila(75), Masters-Rietema(77): Cohesion force and fluidized bed behavior 1985 Chaouki et al., Group C fluidization and agglomerate size (da) prediction 1987 Kono et al.: Measurement of force acting on particles 1988 Morooka et al.: Energy balance model for da 1990 Pacek-Nienow: Fine & dense hardmetal powder fluidization 1991 Campbell-Wang: Particle pressure in a FB 1992 Nishii et al.: Pressure Swing Granulation 1993 Tsuji, Kawaguchi & Tanaka: DEM for Fluidized Bed 1998 Mikami, Kamiya & Horio: Numerical simulation of agglomerating FB (SAFIRE) Iwadate-Horio: Particle pressure / Force balance model to predict da
  • 19. Spray granulation moisture content of bed[%] F RD A: acetoaminophen E: ethensamide gas vel. yield d50 bulk density VC: ascorbic acid A E VC time Fig. 8. Typical moisture content curves in spray granulation. Fig. 9. Effect of drug types on product size distribution of fluidized bed (Aoki (1997)) spray granulation (Sunada et al. (1997)( F: free bubbling type, RD: rotating distributor type)
  • 20. ①Fluidization Bag filter interval 15s ②Compaction 1s interval 0 time[s] 7200 Gas tank Compressor 0.41m f0.108m Compressor ①Fluidization ②Compaction interval interval (a) apparatus (b) operation Pressure Swing Granulation Nishii et al., U.S. Patent No. 5124100 (1992) Nishii, Itoh, Kawakami,Horio, Powd. Tech., 74, 1 (1993)
  • 21. ① bubbling period: pulse (in reverse flow period) Bed expansion de- ① ② agglomerates and compaction, attrition and solids revolution make grains spherical. cake Fines are separated and re compacted on the filter. fines‘ entrainement ② filter cleaning & bed expansion reverse flow period: Cakes and fines are bubbling returned to the bed cleaning-up the filter, and bed is compacted distributor promoting compaction agglomerates’ growth and attrition and consolidation. air (in bubbling period) What happens in PSG?
  • 22. Potential of binderless granulation •Particle strength: how much is needed ? •Weak granules help easy tabletting, higer green density, potential application to DPI •Attrition reagglomeration mechanism helps achieving content uniformity
  • 23. #30-2 #30-2 #16-2 #16-2 #30-1 #30-1 #16-1 #16-1 ZnO #30-2 #30-1 #16-2 #16-1 500mm Structure of PSG granules Granules split by a needle show a core/shell structure. (Horio et al., Fluidization X (2001))
  • 24. original PSG granules Cumulative weight [%] PSG granules slide 500mm from ZnO gate dp=0.57mm after 1st fall 2nd fall 3rd fall Particle size [10-6m] PSG granules: weak but strong enough! Change in PSD of PSG granules in realistic conditions
  • 25. 1mm 1mm 1mm No. 2 No. 3 No. 4 100 Cumulative size distribution [v%] 80 d p,sv [mm] No. 2 7.48 60 No. 3 4.95 No. 4 4.79 40 No. 5 4.14 1mm 1mm 1mm No. 6 3.71 20 No. 7 2.58 No. 5 No. 6 No. 7 0 0 10 20 30 40 50 Product Powders Primary particle size [mm] Original Powders Fig. 4 Size distributions of primary particles PSG Microphotographs of PSG granules offound possible for Fig. 6 from lactose lactose dp<3mm Tkakno et al. (1998)
  • 26. Lactose 3 Granule size: 0.355~0.5mm 0.01 Ethensamide Lactose Load[gf] 2 force [N] 1E-3 1 Lactose 1E-4 0 40 80 120 160 200 1 10 displacement [mm] 100 Displacement[μm] (a) photo image (b) particle compression (c) close-up of test elastic behavior Characteristics of PSG granules
  • 27. Applications •Hard metal cutting tool manufacturing and other PM materials •Ceramic and other materials •Pharmaceutical agglomeration and DPI (dry powder inhalation) etc.
  • 28. feed compositions powd. dp(WC) WC Co wax* x10-6m %wt %wt %wt 1 1.5 93.0 7.0 0.5 2 6.0 85.0 15.0 0.5 Powder 1 Powder 2 Powder 3 3 9.0 77.0 23.0 0.5 dp(cobalt)=1.3-1.5x10-6m *) Tmp(wax)=330K preparation: 1. grinding 2.5hr 2. vacuum drying PSG: Agglomerate 1 Agglomerate 2 Agglomerate 3 Dt=44mm charge=150g u0=0.548 m/s Hard Metal Application P(TANK)=0.157 MPa SEM images of feeds and product granules total cylces=64 Nishii et al., JJSocPPM(1994)
  • 29. Transverse rupture strength [N/mm2] PSG method PSG method convent- ional method Co content [wt%] Co content [wt%] Application to hard metal industry (Nishii et al., JJSPPM(1994)) Improved strength of sintered bodies
  • 30. 500mm L : E=1 : 1 500mm Co-agglomeration L : E=0 : 1 of lactose and ethensamide CH2OH O H O H C-NH2 CH2OH H OH H OCHCH3 2 OH O O OH H H OH OH H H H H OH ・H2O 10mm 10mm Lactose Ethenzamide
  • 31. 100 Concentration of Ethenzamide 1000mm Granule Sample : 10mg in Product Granules [%] 80 500mm 60 250mm 40 UV 20 absorbance: 300nm 0 0 20 40 60 80 100 Average Mass Concentration of Ethenzamide in Feed [%] Chemical Uniformity of PSG granules
  • 32. Size Determining Mechanism in Agglomerating Fluidization 2.1 Background 2.2 Potential of Binderless granulation 2.3 Size Determining Mechanism in Agglomerating Fluidization
  • 33. difference, P difference, P B D B’ C’ D’ C A A’ pressure pressure E’ mf,a u superficial gas velocity, u0 superficial gas velocity, u0 A B C A B’ C’ D’ E’ D left: a completely uniform and rigid bed; right: a realistic bed A thought experiment of fluidization of cohesive powders
  • 34. Comparison of previous model concepts Authors Model External force/energy Cohesion force/energy Comments FGa Fpp Chaouki [ ] FGa = Fpp No bubble FGa = p d a3 hwd p hw et al. Fpp = 2 1+ 8 2 3 hydrodynamic r ag 6 16 p effects included. Force balance Hr van der Waals force gravity force ≒drag force between primary particles No bubble v=u mf Etotal =(Ekin+Elam ) Esplit hydrodynamic Etotal=(Ekin+Elam ) h w (1- a)d a2 Morooka Elaminer =3pmu mfd a2 Esplit = effects included. =Esplit shear 322 If 3m umf <hw (1-a) et al. Ekinetic =mu mf 2/2 Etotal  ad p /(32pd p  a), Energy balance energy required to negative d a is laminar shear + kinetic force break an agglomerate obtained. expansion Fcoh,rup Fexp = Fcoh,rup exp = - Ps Bed expansion force caused by p Db rag(-Ps)d a2 Had a(1- a) bubble Fexp = Fcoh,rup = bubbles is Iwadate-Horio 2n k 242 equated with Force balance cohesive rupture force. bed expansion force cohesive rupture force
  • 35. 4 4 expansion expansion 3 2Ps 3 Ps Ps 2Ps rp(1-)gD b rp(1-)gDb 2 2 Ps =-1/4 =2p/3 -1/2 =0.639p -1/4 bubble A 1 -3/4 -1/8 1 -1/2 -1/8 2,000 -3/4 Ps = -1/20 b -1 -1/20 -0.843 a c 0 0 -4 dp/dz=1.31×10 [Pa/m] b 0 1,500 b 0 3/2 1,306 z/R 1/20 z/R -1 -1 P[Pa] 5/4 1/20 5/4 1 1,000 gas pressure 3/4 1 1/2 1/8 1/8 3 -2 1/2 3/4 -2 1/4 dp/dt=-5.44×10 [Pa/s] 1/4 500 particle pressure -3 -3 d compaction compaction -4 -4 0 0 1 2 3 4 0 1 2 3 4 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 x/Rb x/Rb time[s] (a) two dimensional bed (b) three dimensional bed Fig. 17 Normal stress distribution around a bubble; left: theoretical predictionfor 2D and 3D single isolated bubble; right: experimental verification (Horio, Sugaya and Iwadate. (1998)) Particle pressure around a Davidson’s bubble
  • 36. agglomerating fluidization unstable point The critical condition 1E-4 stable point B Hada(1- a) 1E-5 Fcoh,rup= 24 2 A C log F[N] 1E-6 log F[N] saddle point 1E-7 fluidized 1E-8 pDbra g da2  is reduced to Fexp= 2 nk 1E-9 modify Fexp 3E-5 1E-4 3E-4 1E-10 1E-6 3E-6 1E-5 3E-5 1E-4 3E-4 1E-3 3E-3 3E-6 1E-5 1E-3 3E-3 log d a[m] log d [m] a Ps* defluidization ( u0=umfa) (a) Force balance and two solutions (b) Critical agglomerate size Force balance to determine agglomerate size I-H model (Powder Technol., 1998)
  • 37. Two difficulties in I-H model 1. particle-particle attraction force ? 2. agglomerates grow while bubbles are absent ? 4 expansion agglomerating 3 fluidization unstable point The critical condition 2Ps Ps rp(1-)gDb 1E-4 2 stable point B  1E-5 =0.639p -1/4 Fcoh,rup H ad a(1- a) = 1 -1/2 -1/8 24  e2 A C  da 1 E-6 log F[N] forc log F[N] -3/4 Ps = -1/20 ture F coh,ru p -0.843 rup on 1 E-7 0 esi e fluidized saddle point coh rc b 0 2 fo on da 1 E-8 3/2 ns i  pDbra g d a2   is reduced to z/R -1 1/20 pa Fexp= p ex F ex modify Fexp 1 E-9 5/4 - 2- nk - 1 1/2 5 - - 1 - - 3 - 1/8 3/4 -2 1/4 3 -6 E 15 E- 3E5 3E-5 1 -4 E4 E 3E4 3E-4 1 E-3 3E-3 1 10 E- 1E6 1E-6 3E6 3E-6 1 E-5 3 -5 E5 E 1 -4 E4 E 3E E-4 1 E3 E-3 3E-3 log d a[m] log d a[m] Ps* defluidization ( u0=umfa) -3 compaction (a) Force balance and two solutions (b) Critical agglomerate size -4 0 1 2 3 4 x/R b ( b) three dimensional bed
  • 38. 3 Ff 2.5 Load [mPa] 2 1.5 Grain compression test and 1 0.5 typical force displacement 0 0 50 100 150 Displacement [mm] 200 responses (a) Example of fr actur e tensile str ength mesur ement A : Elastic and plastic deformation Ff B : Elastic brittle fracture Ff CCD C :Plastic deformation Ff Then,particle-to-particle cohesion force was (b) Types of mesur ements determined by Rumph Eq.
  • 39. 1E-3 1E-3 No. 4 No. 5 F exp 1.4E-3 1 1E-4 1E-4 F exp = F coh,rup F coh,rup Lactose F[N] F[N] 77 1.2E-3 1 .05 2 = 1E-5 1E-5 ZnO .15 al =0 al =0 L:E=7:3 ti c ti c cri 1E-6 1E-6 1E-3 cri   dobs=677mm dobs=788mm L:E=1:1 dcalc=621mm dcalc=723mm [m] 1E-7 1E-7 1 10 100 1000 10000 1 10 100 1000 10000 L:E=3:7 a,calc d a [ m m] d a [ m m] 8E-4 1E-3 1E-3 No. 6 No. 7 6E-4 d 1E-4 F exp F exp F coh,rup 1E-4 F coh,rup F[N] 1 1 = = 4E-4 08 F[N] 1E-5 2 .08 .15 1E-5 al =0 al =0 ti c ti c 1E-6 2E-4 cri 1E-6 cri   dobs=607mm dobs=373mm dcalc=726mm dcalc=667mm 1E-7 1 10 100 1000 10000 1E-7 d a [ m m] 1 10 100 d a [ m m] 1000 10000 0E+0 0E+0 4E-4 8E-4 1.2E-3 2E-4 d a,obs [m] 1E-3 6E-4 1.4E-3 Comparison of model predictions with observed data Agglomerate size determination by I-H Fig. 13 Agglomerate size determination (PSG:2hr, pre-sieving by 16mesh) model (Takano et al. Powd. Tech.,accepted,2001; Lactose; PSG:2hrs, presieving by 16 mesh)
  • 40. 500 Median diameter [10-6m] Median diameter [10- 600 Median diameter [10- adsorption at: 293K, 293K, p(adsorbate): 4kPa 4kPa 400 500 No effect: desorbed during PSG 6m] 6m] 300 400 0 3 6 9 12 0 3 6 9 12 Notes: At 573K all Absorption time [h] Absorption time [h] hydroxyl groups Median diameter [10-6m] 500 on TiO2 are 500 eliminated 573K, 573K, (Morimoto, et al., 13.3kPa 13.3kPa Bull. Chem. Soc. 400 JPN, 21, 41(1988). 400 Highest heat of immersion at 573K 300 (Wade & No effect ?? Hackerman, Adv. Chem. Ser., 43, 222, 200 300 (1964)) 0 3 6 9 12 0 3 6 9 12 Absorption time Absorption time [h] (a) C2H5OH [h] (b) NH4OH heat treatment:at p<13.3Pa 523K, for 6 hrs adsorption: bed= f150x10mm Further possibility of size modification of PSG in a 0.03m3 vacuum dryer granules (from TiO2 (0.27x10 m) ) by heat and -6 PSG: charge=0.0333 kg surface treatment 50% u0=0.55 m/s RH: 40- fluidiz.:15 s comp.: 1 s Nishii & Horio (Fluidization VIII, 1996) total cycles=450
  • 41. 3. Further discussions on the size determining mechanism 3.1 DEM simulation 3.2 Comparison of Major Forces in the context of I-H model 3.2.1 A case study on ZnO 3.2.2 Ash agglomeration in FBC 3.2.3 Additional remarks
  • 42. The DEM simulation stands in between the two-fluid model (TFM) and the direct Navier-Stokes simulation (DNS). DEM takes care of all distinct particles and collisions. In the TFM particles are treated as a continuum having a constitutive characteristics, which is derived based on stochastic mechanics. In the DNS each particle should be surrounded by quite a few finer grids to simulate fluid motion, as precisely as the particle scale, based on the first principle. Initiated by Candall and Struck (1979) DEM is now widely utilized in many researchers of particulate materials. However, the concept of DEM was applied to fluidized bed only recently by Tshuji et al. (1993). Since it has been the author's belief that a simulation model has to be able to deal with trouble making phenomena such as agglomeration, where particle deformation may be maintained by bond formation, the soft sphere model that allows multiple collisions and agglomerate formation with reasonable complication was thought to be the right way to go. We have been developing models to take care of realistic situations in chemical engineering. We also organized a research consortium with R- Flow corporation, a software company in Japan, for a three year project (1997-2000) to study the industrial needs and theoretical investigation. Now we can be sure about the present limitation of DEM.
  • 43. COMBUSTION Spray Agglomerating AGGLOMERATION Granulation/Coating Fluidization FB w/ Immersed Ash Tubes : Melting FB of Particles w/ Pressure Effect I-H Solid Bridging van der Waals Rong-Horio 1998 Tangential 2000 FB w/ Interaction Kuwagi-Horio Lubrication Immersed Iwadate-Horio Effect 1999 Coal/Waste Tubes 1998 Kuwagi-Horio Combustion Parmanently Rong-Horio 2000 in FBC Wet FB 1999 Mikami,Kamiya, SAFIRE Horio DEM forAgglomerating FBs 1998 Particle-Particle Mikami-Horio 1996 Single Char Heat Transfer Dry-Noncohesive Bed Combustion Rong-Horio Tsuji et al. 1993 Natural Phenomena in FBC 1999 Rong-Horio OTHER 1999 Olefine Scaling Law Polymerization Structure of for DEM PP, PE Emulsion Phase Computation Low Reynolds Kajikawa-Horio Simulation Kaneko et al. 1999 Kajikawa-Horio 2000~ 2001 Catalytic Reactions LARGE SCALE CHEMICAL REACTIONS FUNDAMENTAL SIMULATION
  • 44. dp=100mm, rp=3700kg/m3 u0=0.1m/s, Ha=1.0×10-19J 0.411s 0.430s 0.450s 0.469s 0.489s High particle normal stress right below a bubble (Kuwagi-Horio(2001))
  • 45. dp=100mm, rp=3700kg/m3 u0=0.1m/s, Ha=1.0×10-19J 0.460s 0.462s 0.464s 0.467s 0.469s 0.472s 0.474s Close look at agglomerates (blue ones) in the region above a bubble
  • 46. Agglomerate: Fcoh>Frep, max Collision: Fcoh<Frep, max * Non-cohesive Ha=0.4x10-19J Ha=1.0x10-19J Ha=2.0x10-19J Kuwagi-Horio(2001) Numerically determined agglomerates
  • 47. High voltage DC power source (0-9kV) 100 static bed height: 200mm fluidizing velocity: 0.4m/s Filter % collection [wt%] 80 voltage: ±0~9kV fluidization time: 5min 175 60 Ground electrode Aluminium electrode 40 entrained Positive electrode particles 150 10 20 Bag filter 200 490mm 0 0 2 4 6 8 10 )( )( Positive voltage [kV] 2D Fluidized bed (a) Appaaratus (b) Results for ZnO agglomerate entrained from the bed (dp=0.78mm, da=337mm) Fig. 22 qa=2.310-15C for a 50mm granule, and 1.610-11C/kg Determination of particle charge by parallel electrode method
  • 48. r1 From Kelvin’s theory r2 r2=[-3+(9+8brp)]/2b rp b=(RTrL/M)ln(1/RH) For primary particles: Flb,pp=pr2(1+r2/r1) For agglomerates:Flb,aa=pr2a(1+r2a/r1a) r1a r2a ra Liquid bridge force
  • 49. mm, ZnO 0.57 u0=0.351m/s, column diam.=0.3m 0.1 1E-3 F FvW (with deformation) exp 1E-5 FvW0 Force [N] 1E-7 1E-9 Fgravity 1E-11 Fcapillary;RH=0.6 1E-13 Fstatic electric. 1E-15 1E-17 1E-6 1E-5 1E-4 1E-3 0.01 da [m] Force comparison for ZnO
  • 50. Liquid bridge curvature from bridge volume VL VL/(pda3)=1.5(r1a/ra)2[1- (r1a/ra)(1+2/ (r1a/ra))1/2sin-1[1/(1+ (r1a/ra))] Karita PFBC 10bar 870C sinter grain: a=0.2 bed height: 3.3m bed width: 11.3m =0.35 N/m (Novok et al. (1995)), =0.0515
  • 51. T=870 ーC, d p  =900 mm, Surface tension=0.4N/m, Ha=1410-20 J/ Db,p=10atm 10 0.1 Db,p=1atm Force [N], Db [m] 1E-3 Flb,pp 1E-5 Flb,a 1E-7 FvdW 1E-9 1E-11 FG Fexp,p=10atm 1E-13 Fexp,p=1atm 1E-15 1E-17 1E-6 1E-5 1E-4 1E-3 0.01 Solids size [m] Force comparison for a PFBC/AFBC conditions
  • 52. 2D DEM results: dp=200mm, T=1273K, u0=0.26m/s 3 micro contact points smooth surface 9 micro contact points Case of Metal Sintering steel shots deposit growth vs. surface roughness Kuwagi-Horio 2000
  • 53. CONCLUDING REMARKS 1. Secrets of Fluidization have been unveiled almost by the 60 yrs endeavor and fluidization should now be no more a risky technology. 2. We are coming close to the comprehensive knowledge of fluidization: Bubbling, turbulent, fast to pneumatic; Adhesion effects and agglomerating fluidization; Scaling law and Numerical simulation. 3. More challenge to invent a new reactor concept that provides a longer but uniform gas species' residence time and equal events for all particles. 4. Challenge for materials process developments based on the thermal uniformity of fluidized beds, but guaranteeing the uniformity of events for individual particles in the mass. The development should be from its beginning. 5. More emphasis on education / continuing education needed; in addition to fundamental research and high-tech developments, social/everyday applications should be encouraged.
  • 54. DEM: problems to be Solved The problems of DEM in view of its future application to real large scale computation are coming out from its essential intermediate nature between TFM and DNS. At this moment millions of particles of uniform sizes can be dealt with a fast machine by say a week of computation but if we are simulating a bed of f2m and 4m high containing say 1mm particles we have roughly 10 billion particles. Accordingly, it is necessary to invent a new method that allows us to bypass the tedious collision computations. Another difficulty is relevant to how to overcome the assumption of uniform particles. If we introduce particle size distribution, we are forced to do 3D computation although 3D computation itself was already done by Mikami (1998). In the computation of distributed particle size systems, however, we are facing the limitation of the simple fluid cell treatment and tend to introduce subgrids to take care, for instance, the segregation of particles in a cell, small particle motion around a large article surface etc. The third difficulty originates from the present formulation of collision with the assumption of spherical smooth surface particles. The surface characteristics are found very much significant even in our simple model of surface roughness in iron particle sintering (Kuwagi et al. (1999)). More realistic look into the collision, lubrication and friction phenomena is needed.
  • 55. REMAINING MOUNTAINS IN DEM SIMULATION Collision formulation: particle shape, surface roughness, plastic deformation, attrition, lubrication force, attraction and repulsion forces Effect of particle distribution in a gas cell: local clustering effect on pressure gradient Particle size distribution: shielding effect of particles in the up- stream; Local clustering and adhesion Gas boundary layer and wake around a particle: Boundary layer during a collision; Gas wake shedding behind a particle; Gas-gas reaction modeling; freeboard modeling Particle-to-particle heat transfer: Boundary layer modification during collision; transient effects etc. Long distance interaction forces: Collision and static electricity charging; Large scale computation: minimum 100million particles Realistic process modeling: heat & mass transfer, erosion, attrition, agglomeration, gas-solid reaction, gas-gas reaction