Page 493 - Standard Handbook Petroleum Natural Gas Engineering VOLUME2
P. 493

Flow  of  Fluids   449


                  Annular-Slug Transition
                    1. Dimensionless parameters X and I Y I from EQuation 64%  and 6-70, respectively.
                    2.  Flow regime map, see Figure 6-45.
                    3. Flow regime selection. Locate the point with (X,  IY  I) COOI-~~M~~S; point
                                                                              the
                                                                            if
                      falls in the region %nnular,’’ then the flow regime is annular. If the point falls
                      in region “slug” or “bubbly,” then the map from Figure 6-47 must be used.
                  Slug-Bubbly Transition
                    1. Calculate dimensionless parameters K,,  K, and p*;  use Equations 672 and
                      6-73, respectively.
                    2.  The appropriate regime boundary for the specific weight ratio   is selected
                      on the  regime map with  K,,  K, coordinates.
                    3. Flow regime selection. Depending upon which region of  the map the data
                      point falls into, flow regime is slug or bubbly.

                    Similarly as for (9 = 90’)  Figure 6-46 applies for pipes greater than a certain
                  critical diameter.



                                                                                (6-75)

                  The above procedure is valid for D > 2 in.
                    For each flow regime there is a separate pressure gradient and holdup calcu-
                  lation method.

                                         Stratified Flow Regime
                    First, the liquid holdup H,  and fi/f  (friction factor ratio) are calculated. The
                  liquid holdup as a function of X (Equsion 667u), Y (Equation 6-70) and (fJf-)  is
                  read from Figure 647~-d. fi/fw  = 10 is recommended to be used as a prelimi-
                  nary  estimate. For  better  accuracy f/L  can be  calculated. H,  should be first
                  estimated by  the method described above and


                    fi = 1.0  if Equation 6-766  < 1.0                         (6-76~)
                    f ,
                                         1
                    fi=       0-000025Re~ (1 - HL)5/*(1 + 75HL)
                    f *  [  +  D / 3.281                                       (6-766)

                    if  Equation 6-766 > (1 + 75H,)                             (6-76~)
                    (D is in in.).
                    Figure 6-48a-fi  shows Equation 6-76 for pipe diameters ranging from 4 to 36 in.
                  The friction factor ratio (EJfv8) can be estimated hm the plots in Figure 648 or
                  as a result of  calculation.

                                                                   (texi  continued on page  464)
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