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                                                        CHEMICAL ENGINEERING
                           tanks are nitrogen blanketed and maintained at a pressure of 1.05 bar. The storage tank
                           has a floating roof, which exerts a pressure of 1.1 bar on the liquid.
                             The ship must unload 1000 tonne within 5 hours to avoid demurrage charges. Estimate
                           the power required by the pump. Take the pump efficiency as 70 per cent.
                                                                      3
                             Physical properties of toluene: density 874 kg/m , viscosity 0.62 mNm  2  s.
                           Solution
                                                                        3 2          2
                                   Cross-sectional area of pipe D   225 ð 10   D 0.0398 m
                                                             4
                                                             1000 ð 10 3    1      1
                                      Minimum fluid velocity D          ð        ð     D 1.6m/s
                                                              5 ð 3600   0.0398   874
                                                                                 3
                                           Reynolds number D  874 ð 1.6 ð 225 ð 10  /0.62 ð 10  3
                                                          D 507,484 D 5.1 ð 10 5                  5.4
                           Absolute roughness commercial steel pipe, Table 5.2 D 0.046 mm
                           Relative roughness D 0.046/225 D 0.0002
                           Friction factor from Figure 5.7, f D 0.0019
                           Total length of pipeline, including miscellaneous losses,
                                                         D 900 C 600 ð 225 ð 10  3  D 1035 m
                                                                            1035            1.62
                                                                                                2
                                Friction loss in pipeline,P f D 8 ð 0.0019 ð       ð 874 ð
                                                                         225 ð 10  3          2
                                                         D 78,221 N/m 2                           5.3

                           Maximum difference in elevation,  z 1   z 2   D  0   30  D 30 m
                                                                              3
                                                                    5
                           Pressure difference, (P 1   P 2   D  1.05   1.1 10 D 5 ð 10 N/m 2
                           Energy balance
                                       9.8  30  C   5 ð 103 /874    78,221 /874   W D 0           5.5
                                                        W D 389.2 J/kg,

                                     Power D  389.2 ð 55.56 /0.7 D 30,981 W,  say 31 kW .        5.6a



                           5.4.4. Characteristic curves for centrifugal pumps
                           The performance of a centrifugal pump is characterised by plotting the head developed
                           against the flow-rate. The pump efficiency can be shown on the same curve. A typical
                           plot is shown in Figure 5.10. The head developed by the pump falls as the flow-rate is
                           increased. The efficiency rises to a maximum and then falls.
                             For a given type and design of pump, the performance will depend on the impeller
                           diameter, the pump speed, and the number of stages. Pump manufacturers publish families
                           of operating curves for the range of pumps they sell. These can be used to select the best
                           pump for a given duty. A typical set of curves is shown in Figure 5.11.
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