Page 193 - Standard Handbook Of Petroleum & Natural Gas Engineering
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178   General Engineering and Science

                                                  Table 2-13
                                Representative Equivalent Length in Pipe Diameters
                                     (UD) of Various Valves and Fittings [l]
                                Globe valves, fully open .....................................................   450
                                Angle valves, fully open .....................................................   200
                                Gate valves, fully open   .........................................   13
                                  V4 open .....................   .........................................   35
                                  'I2 open ............................................................................   160
                                  'I4 open .....     .............................................   900
                                Swing check valves, fully open ..........................................   135
                                In line, ball check valves, fully open ..................................   150
                                Butterfly valves, 6 in. and larger, fully open .........................   20
                                90" standard elbow ..............................................................   30
                                45" standard elbow ..............................................................   16
                                90" long-radius elbow .....   ...........................   20
                                90" street elbow ...................................................................   50
                                45" street elbow ...................................................................   26
                                Standard tee:
                                  Flow through run ...............................................................   20
                                  Flow through branch .........................................................   60
                     Compiled from dta given in "Flow of  Fluids," Crane Company Technical Paper 41 0, ASMF, 1971.

                     Example 2-14

                       Water flows from a horizontal 4-in. ID pipe into a horizontal 1-in. ID pipe at a rate
                     of 1,000 gal/min  (see Figure 2-22). If the transition is abrupt, what will be the pressure
                     change across the connection?

                            Q  - [(1,000 gal/min)(0.1337 ftJ/gal)(60 s/min)]
                       v  =--                                        = 25.53 ft/s
                        I   A,
                                                 12
                                              4
                                             [E ( ')'ft.]
                           [(l,000)(0. 1337)/(60)]
                                [a(&)']
                       vp =                   = 408.6 ft/s


                       y1 = y,  = 62.4 Ib/ft3
                     From Table 2-8, DiJdoUt = 4; k = 0.45.
                       From Equation 2-54,

                                                     Y
                       PI - P,  = AP  =  L[v;-v:+kv']-   --[v~(l+k)-v~]
                                    2g             -2g
                                                                   1
                                     62'4  [408.6'(1 + 0.45) - 25.53'1-
                                    2(32.2)                       144
                                    1,625 psi
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