Page 112 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
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96                       Applied  Process  Design for Chemical  and  Petrochemical  Plants


             or,  from  [11], for gases or vapors:                   b.P  =  (L +  LLeq)  (b.P/100' from Table 2-10)
                                                                          +  Item  (4)  +  Item  (5)            (2-57)
                   Flow,  SCFH * t
                            �-----�
                     42.2  c: � (P 1   - P )(P +  P 2)               If  this pressure drop is too large (or too small), recheck
                                      1
                                   2
                                                          (2-67)   the steps using larger or smaller pipe as may be indicated.
                               �                                   Table  2-22  [53]  or  Figure  2-24  are  convenient  to  use,
                                                                   although they give much more conservative results  (about
                   Flow,  SCFH  ( temperature corrected) r         twice unit head loss)  than the method and figures just ref-
                     963C: � (P 1   -P 2 )(P 1   +P 2)             erenced. When using Figure 2-24 the results agree accept-
                                                        (2-67A)
                              � SGT                                ably well with tests  on 15-20-year-old steel pipe.

             where  Sg  =  specific gravity relative to air =  1.0   Example 2-5: Water Flow in Pipe System
                   P1  = inlet pressure  ( 14. 7  +  psig)
                   P2  = outlet pressure  (14.7 + psig)              The  system  of  Figure  2-27  consists  of  125  feet  of
                   qh  =  flow rate, standard cu ft./hr (SCFI-1)   unknown size schedule 40 steel pipe on the discharge side
                    T  =  flowing temperature,  R  abs,  (°F +  460)   of a  centrifugal  pump.  The  flow rate  is  500  gallons  per
                                         0
                   c; = valve coefficient of flow,  full open  (from manufac-   minute  at  75°F.  Although  the  tank  is  located  above  the
                        turer's tables)                            pump,  note  that this  elevation  difference  does  not enter
                                                                   into  the  pipe  size-friction  drop  calculations.  However  it
                *The effect of flowing temperatures on gas flow can be   will become a part of  selection of the pump for the service
             disregarded  for  temperatures  between  30°F  and  150°F.   (see Chapter 3). For quick estimate follow these steps:
             Corrections should apply  to other temperatures above or
             below  [11].                                            1. From Table 2-4, select 6 fps as a reasonable and usu-
                tWhen outlet pressure P2 is less than J1 inlet pressure P 1   ally economical water rate.
             the square  root term becomes 0.87 P 1  [11].
                                                                        From Table 2-10,  a 6-inch pipe  has a velocity of 5.55
             Friction Loss For Water Flow
                                                                        fps  at 500  gpm  and a  head  loss  of 0. 720  psi/  I 00 ft.
                                                                        The 5-inch pipe  has a velocity of 8.02 fps  and might
                Table  2-10 is  quite  convenient for reading friction loss   be considered;  however 5-inch pipe is not common-
             in  standard  schedule  40  pipe.  It  is  based  upon  Darcy's   ly stocked in many  plants,  and  the velocity is above
             rational analysis  (equivalent to Fanning).                usual economical pumping velocities. Use the 6--inch
                Suggested procedure:
                                                                        pipe  (rough estimate).
                1.  Using  known  flow  rate  in  gallons/minute,  and  a
                  suggested velocity from Tables 2-4, 2-5, 2-6, 2-  7 and 2-   2. Linear feet of straight pipe,  L =  125 feet.
                  8 select an approximate line size.                 3.  From Figure 2-20,  the equivalent length of fitting is:
                2. Estimate  (or use actual drawing or measured tabula-   6 inch-90°  ell==  14 feet straight pipe  (using medium
                  tion)  total  linear feet of pipe,  L.                sweep elbow  to  represent a  welding  ell).  Note  that
                3.  Estimate  ( or  use  actual  tabulation)  number  of   this  is  given  as  6.5 feet from  Figure  2-21. This  illus-
                  elbows,  tees,  crosses,  globe  valves,  gate  valves  and   trates the area of difference in attempting to obtain
                  other fittings  in system.  Convert these  to  equivalent   close or exact values.
                  straight  pipe  using  Figure  2-20  or  2-21,  Leq,  or  to
                  head loss using Figures 2-12 through 2-16.  Note pre-   3 90°  ells= 3  (14)  =  Leq  =  42 ft  (conservative)
                  ferred pipe size/type for charts.                     1  tee  =  1  (12)  =  Leq  =  l2  (Run of std.  tee)
                4.  Determine expansion and contraction losses (if  any)   1  6" open Gate Valve  =  (1)  (3.5)  =  Leq  =  3.5
                  from  Figures  2-12,  2-15,  and  2-16.  Convert  units:   1  sudden  enlargement in  tank  @  d/d' =  O;  =  10',
                  head loss in feet times 0.4331  =  psi.  (This  term can   Figure 2-21
                  usually  be  neglected for most liquids  at reasonable
                  velocities <  l O'  I  sec.)                         Total Leq  =  67.5 feet
                5.  Estimate  pressure  drop  through  orifices,  control   4.  Neglect expansion  loss  at entrance  to  tank,  since  it
                  valves  and  other  items  that  may  be  in  system,  per   will  be so small.
                  prior discussion.                                   5.  No orifices or control valves in system.
                6.  Total pressure drop.                              6.  From Table 2-10, at 500 gpm, loss= 0.72 psi/100 eq ft.
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