Page 281 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
P. 281

Mechanical  Separations                                    251

            solids build-up can become appreciable, and is usually the   special  situations have been placed at an  angle  to the hor-
            guide or indicator for cleaning of the mesh. A 12-inch pad   izontal,  but these  usually  accumulate  liquid  in  the  lower
            may  require  a  3-inch  water drop.  Figures  4-20  and  4-21   portion  of the  mesh.  Since  the  material  is  not self-sup-
            present the range of expected pressure drops for a spread   porting  in  sizes  much  over  12  inches  in  diameter,  it
            of 3  to  1600 lb/hr-ft for liquid rates.  Although this is for   requires support bars at the point of location in the vessel.
                             2
            air-water  system  at  atmospheric  pressure  it will  not vary   In  most instances it is wise  to  also  install  hold-down  bars
            much  unless  the physical  properties  of the vapor and liq-   across  the  top  of the  mesh  in  accordance with  manufac-
            uid deviate appreciably from this system, in which case the   turers'  instructions  as  the  material  will  tend  to  blow
            general  Fanning  equation  can  be  used  to  approximate   upward with a sudden  surge  or pulsation  of vapor in  the
            the  pressure  drop  under  the  new  conditions.  Approxi-   system.  Many early installations made without the bars on
            mate values based upon air-water tests  suggest these  rela-   top were soon found ineffective due to blowout holes, and
            tions  [3]:                                          wire  particles  were  found in  pipe  and  equipment  down-
              For the standard weave, 4 inches  thick:           stream  of the  installation.  Figures  4-22  and  4-23  show  a
                                                                 typical  installation  arrangement in  a  vertical vessel.  The
              t.p  =  0.2 V 02 p,,  in. water            ( 4-49)   mesh  is wired  to  the  bottom  support bars  and  the  hold-
                                                                 down  on top.
              For the low density weave  (high through-put), 6 inches   A few typical arrangements of  mesh in vessels of  various
            thick:                                               configurations are shown in Figure 4-24.
                                                                    Note  that in some units of Figure 4-24 the mesh diam-
                                                         ( 4-50)   eter is  smaller than  the vessel.  This  is  necessary for best

            Installation
                                                                      5.o...------------.------.---,--..---,
              The  knitted  mesh  separator unit  may  be  placed  in  a
            pipe in which case a round flat rolled unit is usually used,   4.0.--------+----+---�-+-----
            or it may be placed in a conventional vessel.  Although the   3.0  .A.  3 GPM/Sq.Ft.  (.12m"lminlm 2)  t--+--+--+-------i
                                                                                                   .A.
                                                                          • 2 GPM/Sq.Ft.  (.08m !minlm
                                                                                                2)
                                                                                          2
            vessel may be horizontal or vertical,  the mesh must always   2 0   • 1  GPM/Sq.Ft.  (.04m /min!m 2)
                                                                                          3
                                                                      .
            be in a  horizontal plane for best drainage.  Some units  in                          A
                                                                                                 I
                                                                    (5'1.01---------+-----+;=---l-4j----,i----J
             10                                                     ��.Bt--------t--�---rf--_.'!'-J'lill,,-,H-4  .....  �
                                                                    �    .71---------+----rl---+---f-++,f--,...--¥1-----1
                                                                     "
                                                                    �  .5i----------t---,f--t---r--;--;:ft--,lll-,F---;
                                         Entroinmut  Load
                                        lb1./(h<li1q. ft. Crou·Stclion)   �   .41---------+�_,_--��-=;:=.l,L--#---l-l--�
                                           Appro1imate   3          o�
                                                                    � .31------::...._--+�---r-lr"---.11.£--hl--l-t---f
                                        1600
                                             ;:;
                                           <,
                                        I
              I                       c-         '/                 I .21----------A---l'-4�+--"-l--�---l--+---#-l
                                                                    "'
                                                                    Q)
                                                                    s:
                                                                    o
                                     ' /.  �   v                    £                              �----1---+----I
                                                                    a:  0.1 >--------++....,____,,__
                              I  L   "�                             0
                                                                    � .OBt---------...<t-F----,.._+illl--
           il.O      I           I        ....,                                                    ....  -t---1--t----i
                                 L   ,.....   r-;   I               UJ
                                                                    §.06t---------+---#--#+-il-----l---+----f
            io.1                        '../                        w.051---------+-_.,.,._.,_        ,,..__  __ ___,
                                                                                                            +--
                               f         I
                                  t-,   'I   Generally  Applicobl, 10  4• u1d-   �.041---------+---�-#+----#--+---+-----I
           o..  0.5                        6 ..  Mtsh.   ,.......
              I                                                     a:
                             I  .......   ''l-/   Battd  on  Co111po1if1  of Data   Cl.  .031----------+-------,,_-+--  __  --+---+-----<
                                           froni  S1vtrol  Sytrcm1  IH,;,.9  -
                                   "[J
                           j,   "  r----,.....   '7   Difhrtnl  Typn of  lllnh.
                             <,
                     v:      <,                                      ·01.__------ � a � , � 5 � -- � a � . 2,----=o � . 3---::0 � . 4,---'
             0.2          �  r-, 'r--...  -I
                          <,
                          <,
             0.   I       <,   r-,  ;v  I  i                              K-Factor,  \//[(pl - pv)/,c,.,]'''ft/sec (x 0.3048 = m/sec)
                                     re              so   70   /00
                               Sc.lptrficial  Vtlocir1 1  Fut I Second
                                                                 Figure 4-21. Typical wire mesh mist eliminator pressure  drop curves
           Figure 4-20. Typical  pressure drop  range for most wire  mesh sepa-   for one style of mesh at three different liquid loadings. Others follow
           rators.                                               similar pressure drop patterns.  By pennission, Otto H. York Co.,  Inc.
   276   277   278   279   280   281   282   283   284   285   286