Page 58 - Mechanical Engineers Reference Book
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Heat transfer  1/47
     end the heat transfer  rate is
     Q  = rnkABo tanh(rnl)
     where  8 is the  temperature  difference  between  fin and fluid
     and Bo is the difference at the fin root, rn = hp/kA, p  is the fin
     perimeter and A is the cross-sectional  area.
      A  fin  efficiency  is  then  defined  to  compensate  for  the
     varying temperature difference along the fin as                               -
                    Actual heat transfer rate
     %in  = -                                          Parallel flow              Counterflow
                                                                                   c---
         Heat transfer rate if  whole fin were at the wall temperature   __c
    which for the simple case above is yfin = tanh(rnl)/rnl. Fins are
    usually fitted in arrays and the efficiency of a fin system can be   i
    established in the form of  an area weighted fin efficiency, 7‘   81
                                                    f
     7’ = a&  + 1 - P
    where
            totzl fin area   Af,,
    $=-                  __
                         -
        totad area including fins   A                   IParellel or counter
    The U value based on the enhanced  area A is then   Figure 1.77  The mean temperature difference in heat exchangers

                                                    Heat transfer  area A  = ndl
                                                     The above equations will involve options with varying tube
                                                    numbers and diameters which will affect the determination  of
     For complete surfaces $ is supplied by the manufacturer.   heat  transfer  coefficients  (and  hence  the  U-value),  and  a
                                                    number of solutions will be obtained. The optimum choice will
     When  fins of  more complex  shape  are used  (tapered fins or   involve allowable pressure drops, velocities and exit tempera-
     annular fins) the cross-sectional  area is not  constant  and fin   tures.  It  is  not  a  difficult  calculation,  but,  because  of  the
     efficiency  data  are  obtained  from  graphs.  Care  should  be   choice, a computer program may be used. There are short cuts
     taken in the interpretation of such graphs since the equations   to this approach based on the interrelation  between pressure
     above m,ay not agree with the definitions used for the graphs.   drop and heat transfer (modified Reynolds’ analogy) to deter-
                                                    mine heat transfer coefficients and a method based on graphs
     1.7.3.5  Heat exchangers”                      of  effectiveness (E), capacity ratio  (c)  and number of transfer
                                                    units (NTU) is sometimes used.
     It is possible to ‘design’ a heat exchanger with the information   By whatever method a ’design’ is achieved, it will, unless the
     above  and  obtain  a  basic  idea  of  size  and  configuration  of   application  is very simple, be necessary  to consult  a  profes-
     simple tubular structures.  It is first  necessary  to realize  that   sional heat exchanger designer with experience and full com-
     temperature  differences change along a heat exchanger,  and   puter programs.
     that flow may be parallel or counter in direction. The latter is
     to be preferred,  as it leads to smaller sizes. To allow for the
     changing  temperature  difference  a  log  mean  temperature   1.7.4  Use of computers
     difference is used  (Figure 1.77):             Computers may be used as an aid to heat transfer calculations
                                                    at  various  levels  of  skill.  At  the  simplest  level,  computer
                                                    programs may be written for a home computer to determine,
                                                    for example,  heat losses in buildings,  heat inputs from pipes
     and  to  allow  for  varying  flow  patterns  (which  are  neither   and  radiators,  etc.  This will  save repetitive  calculations  and
     counter nor parallel flow) graphs are available to give a factor   build  a small library of  useful programs. To aid those whose
     F to modify the (usually) counterflow value of  mean tempera-   heat transfer  and computing skills are  slight Bacon”  gives a
     ture difference. Thus for any heat exchanger   simple approach to problems. At a higher level of skill Adams
                                                    and Rogers”  is a considerable advance in both programming
     L,” F,~LMTD                                    and heat transfer  technique.  Both books use BASIC and the
     If  an  estimated  mean  U-value for  the  surface is then  deter-   latter emphasizes the finite difference technique.  Both books
     mined tlhe heat exchange equation is           include  programs.  Supplementary  reading  from  other  heat
                                                    transfer books would be advantageous. For more detail on the
     Q  = UA FBLMro                                 mathematics  of  finite  difference  techniques  in  heat  transfer
                                                    Myers2’ is useful.
     Thus the area is determined. There are many solutions to this   An  alternative  approach  to  numerical  approximations  in
     equation to satisfy all the constraints which will include:
                                                    computer  work  is  to  use  finite  element  methods.  For  heat
     Energy for each stream Q  = (hdA)h,,   = (hAh),,ld   transfer applications Myers”  is again useful. Very few people
                                                    will  find  the  need  for  finite  element  programming  skills  as
                          (Ah  = enthalpy change)
                                                    there is an ever-increasing range of  software which is aimed at
     Continuity of  each stream h = pAV             the  solution  of  many  engineering  problems,  including  heat
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