Page 105 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
P. 105

Fluid Flow                                            89


          summation,  these  equivalent lengths  for  all  the  compo-              Table 2-5
          nents  determine  the total  pipe  length  to use  in  the  pres-   Typical Design Vapor Velocities*  (ft/sec)
          sure loss  (pressure drop)  equations to be described later.
                                                                                                 Line Sizes
                                                                    Fluid              ::;6"      8"-12"     �  14"
          Friction Pressure Drop for Non-Viscous Liquids
                                                                Saturated Vapor
            The only significance  in  differentiating between water   Oto  50 psig   30-115     50-125      60-145
          and liquids of  different densities and viscosities is the con-   Gas  or Superheated  Vapor
         venience in having a separate simplified table for water.   Oto  10 psig     50-140      90-190    110-250
                                                                   11  to  100 psig   40-115      75-165     95-225
                                                                  101  to 900 psig    30-  85     60-150     85-165
            1.  Using known  flow  rate  in gallons per minute  and a
              suggested velocity from Tables 2-4 to 2-8 or Figure 2-   * Values  listed  are  guides,  and  final  line  sizes  and  flow  velocities
                                                                 must  be  determined  by  appropriate  calculations  to  suit  circum-
              22,  estimate first pipe  size.  Mean  velocity of any liq-   stances.  Vacuum  lines  are  not  included  in  the  table,  but  usually
              uid flowing in a  pipe  [3]  is given by  Figure 2-22 and   tolerate higher velocities.  High vacuum  conditions  require  careful
              Equation  2-51.                                    pressure  drop  evaluation.

                          2
              v  =  0.408 Qld =  0.0509 \V/(d 2)   (p), ft/sec   (2-51)
                                                                                    Table 2-6
                                            1
              d  =  (0.408 Q/v) 1 2   =  (0.0509 W/vp) 1 2,   in.   (2-53)   Usual Allowable Velocities for Duct and Piping Systems*
                           1
              v  = q/A  =  w,/Ap  =  183.3  (q/d 2),  ft/sec   (2-54)   Service/  Application       Velocity, ft./min.
                                                               Forced draft  ducts                    2,500 -  3,500
            2.  Estimate  or otherwise  determine  the  linear feet of   Induced-draft flues and breeching   2,000 -  3,000
              straight pipe  in  the system, L.                Chimneys and stacks                       2,000
                                                               Water lines  (max.)                         600
            3.  Estimate  (or  use  actual  tabulation)  number  of fit-                                 10,000
              tings,  valves,  etc.  in system.  Convert these  to  equiva-   High pressure steam lines   12,000 -  15,000
                                                               Low pressure steam lines
              lent straight pipe  using Figures  2-20 or 2-21,  Leg,  or   Vacuum steam lines            25,000
              head by  Figures 2-12 through  2-16 and Table 2-2.   Compressed air lines                  2,000
                                                               Refrigerant vapor lines
              Note preferred pipe size  type for charts.         High  pressure                       1,000 -  3,000
                                                                 Low pressure                         2,000 -  5,000
            4.  Determine  expansion  or contraction  losses,  if any,   Refrigerant liquid                200
              including tank or vessel entrance or exit losses from   Brine lines                          400
              Figures  2-l2A,  2-15,  or  2-16.  Convert  units  to  psi,   Ventilating duns          1,200 -  3,000
              head  loss  in feet times  0.4331  =  psi  (for water), or   Register grilles                500
              adjust for Sp Gr of other liquids.                �By permission,  Chemical Engineer's Handbook,  3rd Ed., l\kGraw-Hill Book
                                                                Co., New York,  N.Y.,  p.  1642.
            5.  Estimate  pressure  drop  through  orifices,  control
              valves,  and other items in the system,  but not equip-
              ment.  For  control  valves,  estimate  11P  from  para-
              graph to follow.
                                                                      lish  p1pmg  system  friction  pressure  drop  (loss),
            6.  Determine pressure drop per unit of length.           liquids  (Figure 2-23):
              a.  Calculate Reynolds number [3]

              R,  =  50.6 Qp/(dµ)  =  6.31  \V/(dµ)    (2-16)     For turbulent flow:  �P/l  00 ft  =  0.0216 f pQ /  d 5   (2-55)
                                                                                                    2
              b.  From  Reynolds  Number-Friction  Factor  Chart,                        = 0.000336  rw 2;  ( d 5)  (p) (2-55A)
                Figure  2-3,  read  friction  factor,  f,  at  £/  d  value
                taken  from  Figure 2-11.
                                                                  For laminar flow:  �P/100 ft= 0.0668  (µ)  v/d 2   (2-56)
              c.  Calculate  presst,re  drop  per  100  feet  of  (straight
                and/or equivalent)  pipe  [3]  as  psi/100  ft.  Estab-                 = 0.0273  (µ)  Q/d 4   (2-56A)
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