Page 187 - Elements of Chemical Reaction Engineering 3rd Edition
P. 187

Sec. 4.4   Pressure Drop in Reactors                           1 59
                                  Soltition
                                  At the end of the reactor z  = L and Equation (4-34) becomes



                                                                                            (E4-5.1)



                                                                                             (4-25)


                      Evaluating
                 the pressure drop                                                          (E4-5.2)
                      parameters

                                  For 1; -in. schedule 40 pipe, A,  = 0.01414 ft2:

                                                         104.4 lb,/h   = 7383.3 -
                                                                           1bm
                                                     G=
                                                          0.01414 ft2      h * ft2
                                  For air at 260°C and 10 atm,


                                                          p = 0.0673 lb,/ft.  h
                                                          po = 0.413 lb,/ft3

                                  From the problem statement,

                                                         D, = !in.  = 0.0208 ft
                                                                      lb  aft
                                                         g, = 4.17 X  lo8
                                                                      Ib, - h2

                                  Substituting the values above into Equation (4-25) gives us
                                       -
                                                     7383.3 lb,/ft2.  h( 1 - 0.45)    1
                                      = l(4.17 X  lo8 Ib,*ft/lb,.  h2)(04413 lb,/ft3)(0.0208  ft)(O.45)31

                                                                                            (E4-5.3)
                                              0.45)(0.0673 lb,/ft  - h)  + 1.75(7383.3) -
                                                0.0208 ft


                                              1bf.h               1brn       'bf -
                                     = 0.01244 - (266.9 + 12,920.8) - 164.
                                                                      =
                                             ft  Ib,              ft2 h      ft3
                                     = 164.1 - X -
                                           lb,
                                                  1 ft2
                                                            1 atm
                                                       x
                                            ft3   144 in.2  14.7 lbf/in.2                  (E4-5.4)
                                     = 0.0775 - 25.8 -
                                                      kPa
                                            atm
                                                =
                                             ft       m
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