Page 63 - Process Equipment and Plant Design Principles and Practices by Subhabrata Ray Gargi Das
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3.2 Design     59




                                            p    2   2
               Where the cross-sectional area is  D   D . Eq. 3.13b has been used for evaluation of both
                                                     o
                                                io
                                            4
               Nusselt Number as well as Reynolds number.
                  However, the Reynolds number estimation for calculation of pressure drop is always based on
               Eq. 3.13a. In this book, D e both for thermal as well as pressure drop calculations have been evaluated
               by Eq. 3.13a.
                  For plain multi-tube hairpin exchangers containing n tubes each of OD (D o ) housed within an outer
                                                                       2     2
               pipe of diameter (D io ), the expressions for flow area [A ¼ðp =4Þ D   nD ] and wetted perimeter
                                                                      io     o
               ½ðpÞðD io þ nD o ފ gives the expression for equivalent diameter as
                                                        2     2
                                                      D   nD  o
                                                        io
                                                                                           (3.13c)
                                                D e 0¼
                                                     ðD io þ nD o Þ
                  The above expression reduces to Eq. 3.13a for n ¼ 1.
                  In a finned annulus, with the fin length being L f , the equivalent diameter D ef obtained as four times
                                       2    2
               the flow area A ¼ðp=4Þ D   nD     nN f L f t f divided by the wetted perimeter for heat transfer
                                      io    o
               ½ðpÞðD io þ nD o Þþ 2nN f L f Š is
                                                    2     2
                                                p D   nD  o    4nN f L f t f
                                                    io
                                           D ef ¼                                          (3.13d)
                                                 pðD io þ nD o Þþ 2nN f L f

               3.2.7 Hydraulic design
               The pressure drop for flow through the straight length of annulus is expressed in liquid (fluid) head as.
                                                             2
                                                         4f o G L o
                                                             o
                                                         2gr De
                                                   DH fo ¼  2                              (3.14a)
                                                            o
                   Pressure drop in straight length

                                           and for the inner pipe, it is

                                                           2
                                                        4fG L i
                                                           i
                                                           2
                                                  DH fi ¼                                  (3.14b)
                                                        2gr D i
                                                           i
               G is the mass velocity of the fluid, g is the acceleration due to gravity, r is fluid density, L is the length
               of the corresponding section, and f is the Fanning friction factor. When several double-pipe exchangers
               are connected in series, annulus to annulus and pipe to pipe, the length (L)in Eq. (3.14), is the total for
               the entire path. The friction factor ( f )in Eq. 3.14 is expressed as a function of Reynolds number,
               defined as
                                                         G i D i
                                                                                           (3.15a)
                                                       m i;average
                                                  Re i ¼
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