Page 263 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
P. 263

Mechanical Separations                                     235

                                                          Table 4-7
                                       General Applications of  Liquid Particle Separators

                                                               Gravity  I   Impinge-   COLLECTOR  TYPES


         Opesat ion               concentration I  Particle Sizes         ment      Cyclone   Scrubbers   Electrical
         Pipeline entrained liquid   light      fine to coarse   No      Frequent   Yes       Occasional   Few
         Compressor discharge  liquid   light   fine           No        Frequent   Occasional   Occasional   Rare
         Compressor oil haze      very light    very fine      NO        Frequent   Frequent   Frequent   Occasional
         Flashing liquid          light to mod.   fine to medium   No    Frequent   Frequent   Occasional   Rare
         Boiling or bubbling      light to heavy   fine to coarse   Occasional   Frequent   Frequent   Qccasional   Rare
         Spraying                 light to heavy   fine to coarse   NO   Frequent   Frequent   Rare      Rare
         Corrosive liquid particles   light to heavy   fine to coarse   Occasional   Frequent   Occasional
         Liquid  plus solid particles   light to heavy   medium   Occasional   Occasional   Frequent






































                    "."
                                         I
                     0.0001   0.001   0.8      0.       I .0     10      100     1,000   10,    100,000   I,000,000
                                                 I
                                                                         DpPu
                                                       Reynolds  Number, NRe = -
                                                                          B
          Figure 4-6. Drag coeffici'ents for spheres, disks, and cylinders in any fluid. By permission, Perry, d. H., Chemical Engineers Handbook, 3rd Ed.,
          McGraw-Hill Company, 11 956).

          sels,  the wall  effect  can  become  significant  (see  Refer-   Where  D',  = diameter of particle, in. or mm
          ence [23]).                                                  a,  = acceleration due to gravity, 32.2 ft/s2 or 9.8 m/s2
                                                                       p,   = density of particles, lb/ft3 or kg/m3
                                                                       pf = density of fluid, Ib/ft3 or kg/m3
            For a single particle, D,  can be taken as 2  (hydraulic    ~1  = viscosity of fluid, cp
          radius),  and  the  Sauter  mean  diameter  for  hindered    bl  = constant given above
          particles.                                                    n  = constant given in text.
   258   259   260   261   262   263   264   265   266   267   268