Page 243 - Bird R.B. Transport phenomena
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Problems  227


                                                                    H, = 4 f t
                                           Duct I
                                                                  J O V ,  = 4 f t
                                                                         1
                                                                        H n  = 2ft
                                          Duct II



                        Plane 1                              Plane 2

                   Fig. 7B.5.  Installation of an air duct.


              7B.6  Multiple discharge into  a common conduit 2  (Fig. 7B.6).  Extend  Example  7.6-1  to an incom-
                   pressible  fluid  discharging  from  several  tubes  into a larger  tube  with  a net increase  in  cross
                   section. Such systems  are important in heat exchangers  of  certain types,  for  which  the expan-
                   sion  and  contraction losses  account for  an appreciable  fraction  of  the overall  pressure  drop.
                   The flows in the small tubes and the large  tube may be laminar or turbulent. Analyze  this  sys-
                   tem by means of the macroscopic mass, momentum, and mechanical energy  balances.

                            Plane 1              Plane 2





                                                                Fig. 7B.6.  Multiple discharge into a
                                                                common conduit. The total cross sec-
                                                                tional area at plane 1 available  for
                                                                flow is  S] and that at plane 2 is S . 2


              7B.7  Inventory  variations  in  a  gas  reservoir.  A  natural  gas  reservoir  is  to  be  supplied  from  a
                   pipeline  at  a  steady  rate  of  w^ lb /hr.  During  a  24-hour  period, the  fuel  demand  from  the
                                              m
                   reservoir,  w , varies  approximately  as  follows,
                            2
                                                 w 2  = A  + В cos cot                 (7B.7-1)
                   where  cot is a dimensionless  time measured  from  the time  of  peak demand  (approximately  6
                   A.M.).
                   (a)  Determine the  maximum, minimum, and  average  values  of  w 2  for  a  24-hour  period  in
                   terms of A  and B.
                   (b)  Determine the required value  of w x  in terms of A  and B.
                   (c)  Let m tot  = m?  at t  = 0, and integrate the unsteady  mass balance with  this initial condition
                                ot
                   to obtain m  as a function  of time.
                            tot
                   (d)  If A  = 5000 lb /hr, В = 2000 lb /hr, and p = 0.044 lb /ft 3  in the reservoir,  determine the
                                                                m
                                 w
                                               m
                   absolute  minimum reservoir  capacity  in cubic  feet  to meet the demand without interruption.
                   At what time of day must the reservoir  be full  to permit such operation?
                   (e)  Determine the minimum reservoir  capacity in cubic feet required to permit maintaining at
                   least a three-day reserve  at all times.
                                   3
                                 5
                   Answer:  3.47  X 10  ft ;  8.53  X 10 6  ft 3
                      2  W. M. Kays, Trans. ASME, 72,1067-1074 (1950).
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