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                                                        CHEMICAL ENGINEERING
                           So, total length for P calculation D 120 C 18.4 D 138.4m
                                                          138.4        1.98 2            2
                                       P f D 8 ð 0.0032         998 ð      D 277,247 N/m
                                                               3
                                                        25 ð 10          2
                                           D 277 kN/m 2                                           5.3
                           Note: the two methods will not give exactly the same result. The method using velocity
                           heads is the more fundamentally correct approach, but the use of equivalent diameters is
                           easier to apply and sufficiently accurate for use in design calculations.

                           5.4.3. Power requirements for pumping liquids
                           To transport a liquid from one vessel to another through a pipeline, energy has to be
                           supplied to:
                             1. overcome the friction losses in the pipes;
                             2. overcome the miscellaneous losses in the pipe fittings (e.g. bends), valves, instru-
                                ments etc.;
                             3. overcome the losses in process equipment (e.g. heat exchangers);
                             4. overcome any difference in elevation from end to end of the pipe;
                             5. overcome any difference in pressure between the vessels at each end of the pipeline.
                           The total energy required can be calculated from the equation:
                                                  gz C P/    P f /    W D 0                    5.5
                           where W D work done, J/kg,
                                z D difference in elevations (z 1   z 2 ), m,
                                                                             2
                                P D difference in system pressures (P 1   P 2 ), N/m ,
                               P f D pressure drop due to friction, including miscellaneous losses,
                                                                               2
                                        and equipment losses, (see section 5.4.2), N/m ,
                                                       3
                                    D liquid density, kg/m ,
                                                                2
                                  g D acceleration due to gravity, m/s .



                                                                                 P 2





                                                     Liquid
                                             P 1     Level
                                                                                        Z 2
                                                                               Vessel 2
                                           Vessel 1
                                    Z 1                     Pump
                                                                                            Datum
                                                       Figure 5.8.  Piping system
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