Page 123 - Chemical Process Equipment - Selection and Design
P. 123

6.3. LIQUIDS  95
                   .2. Typical Velocities and Pressure Drops in Pipelines   Karman’s equation

                                      Liquids (psiJ100ft)         f  = 1.3251[ln(D/~) + 1.3123)]-’.        (6.23)
                              Liquids within
                                 50°F of   Light Oils   Viscous    Under some conditions it is necessary to employ Eq. (6.18) in
                               Bubble Point   and Water   Oils   differential form. In terms of  mass flow rate.
            Pump suction          0.15      0,25      0.25              8m2f
            Pump discharge        2.0       2.0       2.0          dP =-                                   (6.24)
                               (or 5-7  fps)   (or 5-7  fps)   (or 3-4  ips)   gcn2pD5 dL’
            Gravity flow to or from
             tankage.  maximurn   0.05      0.05      0.05     Example 6.4  is  of  a  case in  which  the  density and viscosity vary
            Thermosyphon  reboiler                              along the length of  the line, and consequently the Reynolds number
             inlet and outlet     0.2                          and the friction factor also vary.

                                                                FllTlNGS AND VALVES
                              Gases (psi  / 100 ft!
                                                               Friction due to fittings, valves and other disturbances of  flow in pipe
                                 0-300 ft        300-600  ft    lines  is  accounted  for  by  the  concepts of  either  their  equivalent
               Pressure (psig)   Equivalent Length   Equivalent Length
                                                                lengths of  pipe or multiples of  the velocity head.  Accordingly, the
              ~                                     ~
              -73.7  (28in.Vac3    0.06            0.03        pressure drop equation assumes either of  the forms
              -12.2  (25 in. Vac)   0.15           0.05
               -7.5(15in.Vac3      0.15            0.08                                                    (6.25)
                    0              0.25            0.13                                                    (6.26)
                    50             0.35            0.1 8
                   a 00            0.50            0.25        Values  of  equivalent  lengths  L, and  coefficients Ki  are  given  in
                   150             0.60            0.30        Tables 6.4  and 6.5. Another well-documented table of  Ki is in the
                   200             0.70            0.35
                   500             2.05            1 .oo       Chemical  Engineering  Handbook  (McGraw-Hill, New  York,  1984
                                                               p. 5.38).
                  Steam          psi/ 100 ft   Maximum ftJmin      Comparing the two kinds of  parameters,
               Under 50 psig       0.4            10,000           Ki = fLi/D                              (6.27)
               Over 50 psig        1 .0            7000
                                                               so that  one  or  the  other  or  both  of  these  factors depend  on  the
                              Steam Condensate                 friction  factor  and  consequently  on  the  Reynolds  number  and
                                                               possibly E.  Such  a  dependence was  developed by  Hooper  [Chem.
            To traps,  0.2 psi/105 ft. From bucket traps,  size on the basis of 2-3
            times normal flow,  according to pressure drop available. From   Eng., 96-100,  (24 Aug. 198l)l in the equation
            continuous dramers, size on basis of design flow for 2.0 psi/lOO ft
                                                                   K = K1/NRe + K,(1 + I/D)>               (6.28)
                               Control Valves
                                                               where D  is  in  inches and  values of  K, and  K,  are  in Table  6.6.
            Require a pressure drop of at least 10 psi for good control, but values as   Hooper  states  that  the  results are  applicable to  both  laminar and
            low as 5 psi may be used with some loss in ‘control quality   turbulent regions and for a wide range of  pipe diameters. Example
                                                               6.5  compares the several systems of pipe fittings resistances. The Ki
                                                               method usually is regarded as more accurate.
                                              ~~
                        Particular Equipment Lines (ft/sec)
                   RebDiler, downcomer (liquid)   3-7          ORIFICES
                   Reboiler, riser (liquid and vapor)   35-45
                   Overhead condenser           25-  1 00      In pipe lines, orifices are used primarily for measuring flow rates but
                   Two-phase flow               35-75          sometimes as  mixing  devices. The volumetric flow  rate  through  a
                   Compressor, suction          75-200         thin plate orifice is
                   Compressor, discharge       100-250
                   Inlel, steam turbine        120-320
                   Inlet, gas turbine          150-350                                                     (6.29)
                   Relief vaive, discharge      0.5~~~
            -      Relilef valve,  entry point at silencer        A, = cross sectional area of  the orifice,
               a v,  is sonic velocity,                            /3 = d/D, ratio of  the diameters of  orifice and pipe.
                                                               For corner taps the coefficient is given by
            three  equations  agree  with  each  other  within  1% or  so.  The
            Colebrook equation  predicts values 1-3%  higher than  some more   Cd~0.5959+0.0312/32.1-0.184/3s
            recent  measurements  of  Murin  (1948), cited  by  Olujic  (Chemical   + (0.0029/32.5)(106/Re,)0-75   (6.30)
            Engineering, 91-93,  Dec. 14, 1981).
               For orientation purposes, the pressure drop in steel pipes may   (International  Organization  for  Standards  Report  DIS  5167,
            be found by the rapid method of  Table 6.3,  which is applicable to   Geneva, 1976). Similar equations are given for other kinds of  orifice
            highly  turbulent  flow €or which  the friction factor is given by  von   taps and for nozzles and Venturi meters.
   118   119   120   121   122   123   124   125   126   127   128