Page 98 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
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82                       Applied Process Design for Chemical and  Petrochemical  Plants


             Nozzles and Orifices [3]                                    �  =  ratio of small to large diameter orifices and noz-
                                                                            zles and contractions or enlargements  in pipes
               These piping items shown in Figures 2-17 and 2-18 are
             important pressure  drop  or  head  loss  items  in  a  system
             and must be accounted for to obtain the total system pres-   For discharging  incompressible  fluids  to  atmosphere,
             sure loss.  For liquids:                              take C values from Figures 2-17 or 2-18 if hL or L'1P is taken
                                                                   as upstream head or gauge pressure.
               q  =  c'A � 2g(144)(i'iP)/p  =  c'A[2ghL ]112   (2-46)
                                                                     For flow of compressible  fluids  use  the  net expansion
                                                                   factor Y (see later discussion)  [3]:
             where  q  = cubic ft/sec of fluid atjwuring conditions
                   C'  =  flow coefficient for nozzles and orifices
                                                                     q  =  YC' A  [2g  (144)  (i'iP)/p]ll 2     (2-18)
               C' =  Cd IF- �  4   ,  corrected for velocity of
                    approach                              (2- 47)
                                                                   where  Y =  net expansion factor for compressible flow
                                                                             through orifices,  nozzles,  and pipe.
             Note:  C' =  C for Figures 2-17 and 2-18, corrected for velocity
                       of  approach.
                                                                         C' =  flow coefficient from Figures 2-17 or 2-18. When
                  Cd  =  discharge coefficient for nozzles and orifices
                   hL  =  differential static head or pressure loss across   discharging to atmosphere, P  =  inlet gauge pres-
                       flange taps when C or C' values come from Figures     sure.  (Also see critical flow discussion.)
                       2-17 and 2-18, ft of fluid.  Taps are located one
                       diameter upstream and 0.5 diameter down from
                       the device.                                   For  estimating  purposes  in  usual  p1pmg  systems,  the
                   A =  cross section area of orifice, nozzle or pipe,  sq ft   values  of pressure  drop  across  an  orifice  or  nozzle  will
                   h  = static head loss, ft  of fluid flowing     range  from  2  to  5  psi.  For  more  exact  system  pressure
                  i'iP  =  differential static loss,  lbs/sq in. of fluid flowing,   drop  calculations,  the loss  across  these devices should be
                       under conditions of hL  above               calculated using some size assumptions.


                                                                                       �-
                                                            1.20                                           0.
                                                            I.II
                                                                               i..,1-"'
                                                                             /                   -         D.
                                                            1.16
                                                                          /            � -�
                                                                                       i---
                                                                             .,,....  ...                  D.
                                                                          .,  �   ..,,. ...
                                                            1.12                        --                 D.
                                                                             /              -                 .s
                                                                                            -
                                                                                            -
                                                            I.ID
                                                                                ..,,.  ..........   --     0.6S   �
                                                                                                              -
                                                                         -:     ..,,. .....
                                                            1.08         -:  ,/        --                  om  ill
                              Flow-                         1.06              -- ..,,.   -                 D  .!O  O
                                                                                                              4>
                                                                         .>  v    --   -                   0.  us�
                                                            l.04             V"  .....                     D  �  �
                                                              ... - �- ....   � .....  1,,-"  --           D .  IO  o
                                                            1.02                    -          --          D.  45   -�
                                                                             V"
                                                                  I   ,,   �    i...--   i---   -          D.  40   ::
                                                            1.00      ..                                --- D  JO
                   Example:  The  flow  coeffi-             0.98      �   [,,::::;:  ......... :;:::. .....   '  G.211
                   cient C for a diameter ratio                     ..... �  �
                   (,  of  0.60  at a  Reynolds             0.96   ... ;  .. �
                   number of  20,000  (2  x  104)           0.94   ,
                   equals  1  .03.
                                                            OJ  2
                                                              2      6   8  10'   2   6   8  10•   2   6   I  Ill"
                                                                         R,  - Revnolds Number based on  d 2
             Figure 2-17.  Flow coefficient "C" for nozzles.  C  based on the internal  diameter of the upstream pipe.  By permission,  Crane Co.  [3]. Crane ref-
             erence [9] is to Fluid Meters, American Society of Mechanical  Engineers,  Part 1-6th Ed., 1971. Data used to construct charts. Chart not copied
             from A.S.M.E.  reference.
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