Page 99 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
P. 99

Fluid Flow                                            83
                                                         c
                                                        1.3
                                                               11
                                                        I.  2                    v
                                                               11
                                                         II-'-  i. •.  1�.aa   /              \
                                                              .__ ...       1/v                \
                                                        I.
                                                        I,  0   --   =.75  I�   v   Lo.--   -..........  � \.
                                                                  •.70
                                                                  •.6'
                                                               I
                                                         9    I  ··-  I�  v ,  I,,   .--   r-,...,.  "  ,"   �  t-..,,,
                                                                            .....
                                                                          � L, ....-
                                                                                        r+-;
                                                                  •.50
                                                                                                 r-,....  ...
                                                                        �:
                                                                                                 !',...
                                                        0.  8       I�  �        i...::::::  �-
                                                                                          r--
                                                                                        I"'
                                                               I                     -       �  r-  ::::: ...
                                                        0.  7       �
                                                                 �            r)  ......  �-
                                                        0.  6                    II
                                                          !,, �              V/1
                                                              t��\  ._ •.  i  l.c ·-
                                                                         <
                                                        0.  s �     .._.
                                                              I   \:     <  31)1-  i;.1
                                                                    L--   •  0  ...
                                                        0.4
                                                         J �
                                                        O,  J  4   6  8  10   20   40  611  80  tO'   4   6  I ID'   ,   6  8  10•
                                                                      R.  ---  Reynolds Nu111ber based on d,
                                                                        --
                                                           Qll               r-,-.
                                                                        -                             �
                                                                          r--  r-,-.
                                                                       -
                                                                          r--  � ....                 0.
                                                           llO        ,.....__�
                                                                      --                              Q  0
                                                                      .....__
                                                                    �  �
                                                               .......                                o .
                                                           HI                                         Q
                                                                                                      I'\
                                                                   '  •  II'     I  I  IOC   t   I   I  IOC
                                                                      R, ---  Reynolds Number based on d 2
            Figure 2-18.  Flow coefficient "C" for square edged orifices.  By permission, Crane Co.  [3],  Technical Paper 410  Engineering  Div.  (1976)  and
            Fluid Meters,  Their Theory and Application Part 1,  6th Ed., 1971, American Society of Mechanical  Engineers and, Tuve,  G.  L.  and  Sprenkle,
            R. E.,  "Orifice Discharge Coefficients for Viscous Liquids," Instruments  Nov.  1933, p. 201.
            Example 2-1: Pipe Sizing Using Resistance Coefficients, K   Estimated  flow  velocity  for  assumed  2  in.  Sch.  40  pipe  (See
                                                                 Appendix A-16)
              A plant decides to add a nitrogen blanket (at 5  psig)  to
            a  storage  tank  holding  up  to  25,000  gallons  of a  hydro-   (20 gpm) (8. 33 lb I  gal) (0. 81  SpGr)
            carbon  mixture  having  kerosene-like  properties  and   (62.3X0.81)  (3.355in 2)  (60sec/min)/l44
            pumps this material into a process reactor operating at 30   = l. 91 ft/sec
            psig.  (See Figure 2-19)

                                                                              v2    (l.91) 2
                                                                  Velocity head             0. 05664 ft of fluid
                                                                              2g    2(32.2)
              The  flow  rate  needs  to  be  20  gpm.  Connections  of
            pipe and valve are flanged, with the 6°---90° elbows added             50.6 Qp
            in the line.                                          Reynolds number     dµ                      (2-  49)

                                                                                   50.6  (20)(0.81  X  62.3)
                                                                                      (2.06)(1.125 cp)
            Pump suction velocity= 2  ft/sec  (Selected low in accordance
                               with good pump suction practice,               Re= 22,036  (turbulent)
                               from Table 2-4 or Table 2-7).                 e/  D  =  0. 00088,  Figure  2 - l 1
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