Page 151 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
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Fluid Flow                                           137

                                  Note: V = mean velocity
                                       L = pipe length
                                      AP = total pressure drop

                                                      HOMOGENEOUS FLOW

                                                  HETEROGENEOUS FLOW


                                              SALTATION FLOW



                                           FLOW WITH A
                                       STATIONARY BE

















                                                                     ---*  HOMOGENEOUS F





                                          e.  .... ...... ... ......_...
                              _3         : :....:,  .:.....: : : ..,..   - HETEROGENEOUS F





                              4                                      - SALTATION FLOW




                                                                     +      FLOW WITH A
                                                                            STATIONARY  BE

           Figure 2-50. Representative plot of pressure drop for slurry flow. By permission, Turian, R. M. and Yuan, T. F., “Flow of Slurries in Pipelines,”
           A.1.Ch.E.  Journal, VQI. 23, 1 977, p. 232-24.3.


               8. Divide the load factor  (step 1) by  the value from   10. For pipe sizes larger than 3h., follow the steps (1)
                 the “factor sca.le” of  (7) above, obtain ft/min/  (100   thru (8) above. Then enter the vertical scale at the
                 Ib/hr  load).                                        steam pressure of  (1) above, and more to the 3-in.
                                                                      pipe size and down to the horizontal velocity scale.
               9. Enter chart 011 horizontal velocity line, go vertical-
                 ly up to the steam pressure of  (1) above, and read
                 pipe  size  to  the  next  largest size if  the value falls   11. Divide the result of step 8 above by the result of step
                 between two pipe sizes.                              (10).
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