Page 109 - Analysis, Synthesis and Design of Chemical Processes, Third Edition
P. 109

where A and B are the two reactants, and A is the limiting reactant. The standard analysis for conversion
                    in a reactor yields


                    (E3.1f)







                    (E3.1g)







                    (E3.1h)









                                                                        3
                                                                                                        3
                    where C  = (500 kg/100 kg/kmol)(875 kg/m )/5500 kg = 0.796 kmol/m . Because reactant B is present
                              Ao
                    in 60% excess, Θ = 1.6. The desired conversion, X           final , is 0.94. Integration of Equation (E3.1h) with an
                    initial condition of zero conversion at time zero yields


                    (E3.1i)











                    When all of the values are inserted into Equation (E3.1i), the time (Δt) is found to be 7082 s, or 118 min,
                    which  is  just  less  than  the  desired  two  hours  allotted  for  the  reaction.  For  simplicity,  the  additional
                    reaction time that occurs after the mixture leaves the reactor until the catalyst is removed from the reacting
                    mixture has been ignored.


                    Step 3: Draining Reaction Vessel and Catalyst Filtration

                    This step will be modeled as a draining tank, which may significantly underestimate the actual required

                    time for draining and filtering. In reality, experimental data on the filter medium and inclusion of the exit
                    pipe  frictional  resistance  would  have  to  be  included  to  determine  the  actual  time  for  a  specific  tank.
                    Generally, the filter is the bottleneck in such a step. Here, a 2-in schedule 40 exit pipe, with a cross-
                                                    2
                    sectional area of 0.00216 m , is assumed.
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