Page 70 - Process Equipment and Plant Design Principles and Practices by Subhabrata Ray Gargi Das
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66     Chapter 3 Double pipe heat exchanger




                                                   0:8    0:33
                                                              o
                                    Nu o ¼ 0:027:ðRe o Þ  :ðPr o Þ  :f ¼ 78:2158
                                                                  2
                                       h i ¼ Nu t :ðk w=D i Þ¼ 7911:7W=ðm .K
                                                                     2
                                    h o ¼ Nu o :ðk c=ðD o   D i ÞÞ ¼ 5184:2W=ðm .K
                h o D io
                      ¼ 0:7886 > 0:75, and hence no need of finned tubes.
                 h i D o
                                        h i T w;avg þ h o ðD o =D i ÞT c;avg  +
                                                              ¼ 48:2592 C
                                   T w ¼
                                            h i þ h o ðD o =D i Þ
                Estimating f and f e
                           t
                                o
                                            o      0:14            4    0:14
                                      m @39 C             6:65   10
                                       w
                           f i;new  ¼                ¼                    ¼ 1:0225
                                              o
                                   m @48:2592 C          5:6741   10  4
                                    w
                                      m @40 C              5:8   10
                                            o      0:14            4    0:14
                                       c
                           f o;new  ¼                ¼                    ¼ 0:9712
                                               o
                                   m @48:2592 C          7:1437   10  4
                                     w
                                                 h o D io
                Based f    and f   , h i ¼ 5035:2 and  ¼ 0:75. This is a marginal case when one need not
                       t;new   o;new
                                                  h i D o
             go for finned tubes and the same is opted for ease of fabrication.
                                         h i T w;avg þ h o ðD o =D i ÞT c;avg
                                                               ¼ 47:9941 C

                                  T w;new ¼
                                              h i þ h o ðD o =D i Þ
                Recalculated f  and f    does not show significant change and the iteration is stopped.
                            t;new    o;new
                          U c ¼ 1=ð1 = h o þ D io = ðh i :D i Þþ D io :lnðD io = D i Þ = ð2:k wall ÞÞ ¼ 1700:3
                                   U D ¼ 1=f1 = U c þ R c þ R w :ðD io = D i Þg ¼ 865:98
                                                                                           2
                Total heat transfer area based on outer surface of inner tube, A ¼ Q/(U D .LMTD) ¼ 5.8752 m .
                Minimum length of tube ¼ A/(pDio) ¼ 35.63 m.
                We adopt a standard tube length of 6 m and provide three hairpins that make the total tube length to
             be 36 m. N HP ¼ 3, L total ¼ 36 m.
                Pressure drop.
                Pressure drop in straight pipe length.
                Re t ¼ 96,497, is turbulent flow and Eq. 3.16b is applicable.
                                                           0:42
                                                              ¼ 0:0055
                                      f i ¼ 0:0035 þ 0:246=ðRe t Þ
                                                    2
                                                4f i G L total
                                                    i
                                                    2
                                          DH f;i ¼       ¼ 3:8759 m
                                                 2gr D i
                                                    i
                Re o ¼ 12,895, is turbulent flow and Eq. 3.16b is applicable.
                                                           0:42
                                                               ¼ 0:0081
                                      f o ¼ 0:0035 þ 0:246=ðRe o Þ
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