Page 248 - Chemical engineering design
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224
                                                        CHEMICAL ENGINEERING
                           Solution
                                                          3
                                            Ž
                           ODCB density at 20 C D 1306 kg/m .
                                               2
                             Viscosity: 0.9 mNs/m (0.9 cp).
                           Estimation of pipe diameter required
                                     typical velocity for liquid 2 m/s
                                                10,000
                                     mass flow D       D 2.78 kg/s
                                                 3600
                                                     2.78
                                                                        3
                                     volumetric flow D     D 2.13 ð 10  3  m /s
                                                     1306
                                                  volumetric flow  2.13 ð 10  3
                                     area of pipe D            D             D 1.06 ð 10  3  m 2
                                                     velocity         2

                                                                     4

                                     diameter of pipe D  1.06 ð 10  3  ð  D 0.037 m

                                                                         D 37 mm
                           Or, use economic pipe diameter formula:

                                               d, optimum D 293 ð 2.78 0.53  ð 1306  0.37        5.14
                                                          D 35.4mm
                                         Take diameter as 40 mm
                                                                      3             3  2
                                         cross-sectional area D   40 ð 10   D 1.26 ð 10  m
                                                            4

                           Pressure drop calculation

                                                             2.13 ð 10  3
                                               fluid velocity D          D 1.70 m/s
                                                             1.26 ð 10  3
                           Friction loss per unit length, f 1 :

                                                   1306 ð 1.70 ð 40 ð 10  3       4
                                              Re D                       D 9.9 ð 10               5.5
                                                         0.9 ð 10  3
                           Absolute roughness commercial steel pipe, table 5.2 D 0.46 mm
                           Relative roughness, e/d D 0.046/40 D 0.001
                           Friction factor from Figure 5.7, f D 0.0027

                                                             1              1.7 2         2
                                     f 1 D 8 ð 0.0027 ð           ð 1306 ð     D 1019 N/m        5.3
                                                                3
                                                         40 ð 10             2
                                          D 1.02 kPa
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