Page 102 - Applied Process Design for Chemical and Petrochemical Plants Volume I
P. 102

Fluid Flow                                            89


         summation, these  equivalent lengths for all the  compo-                   TabIe 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"      g'- 12"    2 14"
                          rop for Non-Viscous Liquids
                                                                Saturated Vapor
            The only significaiice in differentiating between water   0 to  50 psig   30-115     50-125      60-145
          and liquids of different densities and viscosities is the con-   Cas or  Superheated Vapor        110-250
                                                                   Oto  1Opsig
         venience in having a separate simplified table for water.   1 1 to 100 psig   50-140     90-190     95-225
                                                                                      40-115
                                                                                                  75-165
                                                                  101 to 900 psig     30-  85     50-150     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
                                                                 tolerate higher velocities. High vacuum  conditions  require careful
              uid flowing in a pipe  [3] is given by Figure 2-22 and   pressure  drop evaluation.
              Equation 2-51.
              v  = 0.408 Q/d2 =:  0.0509 W/(d*)  (p), ft/sec   (2-31)
                                                                                    Table 2-6
                                                                Usual Allowable Velocities for Dud and Piping Systems"

              v  = q/A  = ws/Ap  = 183.3 (q/d*), ft/sec   (2-54)   Service/Application               elocity, 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,mo
              tings, valves, etc. in system. Comvert these to equiva-   High pressure steam lines    12,000 - 15,000
              lent straight pipe using Figures 2-20 or 2-21, Leg, or   Low pressure steam lines          25,000
                                                               Vacuum steam lines
              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,Om
                                                                 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 2-12A,  2-15,  or  2-16.  Convert  units  to  psi,   Ventilating ducts          1,200 -  3,GoO
              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., McGraw-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  conlrol  valves,  estimate  AP  from  para-
              graph to follow.
                                                                      lish  piping  system friction  pressure  drop  (loss),
            6. 13etermine pressure drop per unit of length.           liquids (Figure 2-23):
              a. Calculate Reynolds number  [3]

                                                                  For turbulent flow: AP/100 ft = 0.0216 f pQ2/d5   (2-35)

              b. From  Reynolds  Number-Friction  Factor  Chart,                         = 0.000335 W/(d5) (p) (2-55A)
                Figure  2-3,  read  friction  factor,  f,  at  E/d  value

                taken from Figure 2-1 1 ~
                                                                  For laminar flow: AP/100  ft = 0.0668 (p) v/d2   (2-56)
              c. Calculate pressure  drop per  100 feet of  (straight
                and/or  equivalent)  pipe  [3] as psi/lOO  ft. Estab-                   = 0.0273 (p) 9Jd4   (2-%A)
   97   98   99   100   101   102   103   104   105   106   107