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106  FLOW OF  FLUIDS
                                                                    PIPELINE DESIGN
                                                                   The sizing of  pipelines for non-Newtonian liquids may be based on
                                                                   scaleup of  tests made under the conditions at which  the proposed
                                                                    line is to operate,  without  prior  determination  and  correlation of
                                                                    rheological properties. A body of  theory and some correlations are
                                                                    available for design with four mathematical models:
                                                                       T,  = Kj.",   power law,                (6.45)
                                                                       z,   = zy + pBp,   Bingham plastic,      (6.46)
                                                                       zw = zy + Kj",   Generalized Bingham or
                                                                                    yield-power law,            (6.47)
                                                                       z,   = K'(8vJD)"'  Generalized power law
                                                                                    (Metzner-Reed)  (AZChE J. 1,434,1955).
                 I
                 0
                 W                                                                                              (6.48)
                c
                cn                           PArnbino  Crude  Oil,
                                             Temperature  44.5'F    In the last model, the parameters may be somewhat dependent on
                                                                    the shear stress and deformation rate, and should be determined at
                              I   ,  I  I   l n l d n  I  ,  I  I
                                                                    magnitudes of those quantities near those to be applied in the plant.
                                                                       The shear stress z,   at the wall is independent of  the model and
                                                                    is derived from pressure drop measurements as
                                                                       z,   = DAP/4L.                           (6.49)
                                                                       Friction Factor. In rheological literature  the  friction factor is
                                                                    defined as

                                                                           DAP                                  (6.50)
                                                                        = 4LpV2/2gc
                                                                                                                (6.51)


                                                                    This value is one-fourth of  the friction factor used in Section 6.3.
                                                                    For the sake of  consistency with the literature, the definition of Eq.
                                                                    (6.50) will be used with non-Newtonian fluids in the present section.
                                                                       Table  6.2  lists  theoretical  equations  for  friction  factors  in
                                                                    laminar flows. In terms of  the generalized power law, Eq. (6.48),

                 0.0004   I   I  I111111   I   I  I111111   I  I  illllll   I   I  IIII
                                IO        100       1000     l0,OOO
                (b)                   Length,  L, ff
                                                                                                                (6.52)
                Figure  6.4.  Shear and pipeline flow data of  a thixotropic Pembina
                crude oil at 44.5"F. (a) Rheograms relating shear stress and rate of   By  analogy  with  the  Newtonian  relation,  f = 16/Re,  the
                 shear  at  several  constant  durations  of  shear  (Ritfer and  Govier,
                 Can. J. Chem. Eng. 48,505 (1970)]. (b) Decay of pressure gradient   denominator  of  Eq.  (6.52) is  designated as  a  modified Reynolds
                of  the fluid flowing from a condition of rest at 15,000 barrelslday in   number,
                a 12 in. line [Riffer and Batycky, SPE Journal 7, 369 (1967)].
                                                                       Re,   = D"'V2-"' p /g, K '8'"'.          (6.53)
                and that of  relaxation time (sec) is
                                                                    The subscript MR  designates Metzner-Reed,  who introduced this
                           Water             3 x lo-=               form.
                           Castor oil        2 x
                           Copal varnish      2x10                     Scale  Up. The  design  of  pipelines  and  other  equipment  for
                           Colophony (at 55°C)   5X 10              handling non-Newtonian fluids may  be  based  on model equations
                           Gelatine, 0.5% solution   8 x 10'
                           Colophony (at 12°C)   4X lo6             with  parameters  obtained  on  the  basis  of  measurements  with
                           Ideal solids        m                    viscometers or with pipelines of  substantial diameter. The shapes of
                                                                    plots of  z,,,   against j. or WID may reveal the  appropriate  model.
                Examples thus appear to exist of gradations between the properties   Examples 6.9 and 6.10 are such analyses.
                of normally recognized true liquids (water) and true solids.   In critical cases of  substantial economic importance, it may be
                    Elastic properties usually have a negligible effect on resistance   advisable  to  perform  flow  tests-Q   against  AP-in   lines  of
                to  flow  in  straight  pipes,  but  examples have  been  noted  that  the   moderate  size  and  to  scale  up  the  results  to  plant  size, without
                resistances  of  fittings  may  be  as  much  as  10  times  as  great  for   necessarily trying  to  fit  one  of  the  accepted  models.  Among  the
                viscoelastic liquids as for Newtonian ones.         effects  that  may  not  be  accounted  for  by  such  models  are  time
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