Page 274 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
P. 274

246                       Applied Process Design for Chemical and Petrochemical Plants

                    D,,,,   = 4(5.01)/[2.828 + 2n: (1.5) - 3.691  = 2.34ft   There  are  basically  three  construction  types  for
                                                                  impingement separators:
                     v,~,,,, = 0.187/5.01 = 0.0373 ft/sec
                                                                     1. Wire mesh
                                                                     2. Plates (curved, flat or special shaped)
                                                                     3. Packed Impingement Beds
                       d  = droplet diameter, ft
                                                                  Knitted Wire Mesh
               The degree of turbulence would be classified as accept-
             able, but the unit must not be increased  in capacity for   A stationary separator element of knitted small diame-
             fear of creating more water phase turbulence.        ter wire or plastic material is formed of wire 0.003 in. to
                                                                  0.016 in.  (or larger)  diameter into a pad  of  4 inches, 6
                                                                  inches or 12 inches thick and serves as the impingement
             B. Impingement Separators
                                                                  surface for liquid particle separation. Solid particles can
                                                                  be separated, but they must be flushed from the mesh to
               As  the  descriptive name  suggests,  the  impingement   prevent plugging. Although several trade name units are
             separator  allows  the  particles  to  be  removed  to  strike   available they basically perform  on the  same principle,
             some type of  surface. This action is better accomplished   and have very close physical characteristics. Carpenter [4]
             in pressure systems where pressure drop can be taken as a   presented basic performance data for mesh units. Figure
             result  of  the  turbulence  which  necessarily accompanies   415 shows a typical eliminator pad.
             the removal action.
                                                                     Figure  416 pictorially  depicts  the  action  of  the wire
               Particle removal in streamline flow is less efficient than   mesh when placed in a vertical vessel.
             for turbulent flow, and may not be effective if the path of   Referring  to  Figure  41 6,  the  typical  situation  repre-
             travel is not well baffled.                           sents a vapor disengaging from a liquid by bursting bub-
               The “target” efficiency for impingement units express-   bles  and  creating  a  spray  of  liquid  particles  of  various
             es  the  fraction  of  the  particles  in  the  entraining fluid,   sizes. Many of these particles are entrained in the moving
             moving past an object in the fluid, which impinge on the   vapor stream. The largest and heaviest particles will settle
             object.                                              by gravity downward through the stream and back to the
                                                                   bottom of the vessel or to the liquid surface. The smaller
               The target efficiencies for cylinders, spheres, and rib-   particles  move  upward,  and  if  not  removed  will  carry
             bonlike particles are given for conditions of Stokes Law in   along in the process stream. With wire mesh in the mov-
             an infinite fluid by Figure 414.
                                                                   ing stream, the small particles will  impinge  on the wire
               If  the particles are close enough together in the fluid   surfaces; coalesce into fluid films and then droplets, run
             to  affect the  path  of  each  other, then Figure 414 gives   to  a low point in  their  local system; and fall downward
             conservative efficiencies. For particles differing consider-   through the up-flowing gas stream when sufficiently large.
             ably  from  those  given  in  the  curves,  actual  test  data   The gas leaving is essentially free from entrained liquid
             should be obtained.                                   unless the unit reaches a flooding condition.


                                                                               ’ Db  = Min. dia. of particle completely
                                                                                collected, feet
                                                                                V,  = Average velocity of gas, feet/sec.
                                                                                ut = Terminal settling velocity of
                                                                                particle under action of gravity, feet/sec.
                                                                                gL  = 32.2 feetlsec.2










                                                                                  Figure  4-14.  Target  efficiencies  for  spheres,
                                                                                  cylinders, and ribbons. By permission, Perry, J.
                  0.01           0.1            1 .o           10             100   H.,  Chemical  Engineers Handbook,  3rd  Ed.,
                                     Separation Number, ulVo/gLDb                 McGraw-Hill Company, 1950 [13].
   269   270   271   272   273   274   275   276   277   278   279