Page 89 - Applied Process Design for Chemical and Petrochemical Plants Volume I
P. 89

76                        Applied Process Design for Chemical and Petrochemical Plants

             (table continuedfrom previous pagej
                               PLUG VALVES  AND  COCKS                           STANDARD  ELBOWS

                    Straight-Way               3-Way                          90"                  45"
                                        0
                                       View X-X







                       If:  /? = I,   If:  6 = I,   If:  0 = I,
                       Ki =  18fT     Ki - 3OfT      Ki  = WfT                    STANDARD TEES
                             If:  0 < I. . . Kz = Formula 6



                                     MITRE  BENDS                                 kmd
                                                                                       .- . a
                          tcdl

                                                                            Flow thru run. . . . . . . K - 20 fT
                                                                            Flow thru branch. . . . K = 60 fT
                                                      15 fr
                                                      25 fr
                                 Vd


                                                                                   PIPE  ENTRANCE
                                  90" PIPE  BENDS  AND
                                                                      c
                         FLANGED  OR  BUTT-WELDING 90" ELBOWS           Inward                           Flush

                                                                      Projecting


                                                12fr  14  386
                                            4   14fr  16  42fr
                                                17fr  18  46f1                        0.06
                                             8   24 fr  20  50 fr
                    The resistance coefficient, KD, for pipe bends other   K   =  0.78
                                                                                                        For K,
                    than 90'  may be determined as follows:                            *Sharp-edged     see table
                                           r
                      KB = (n- I)  (0.25  ?r fi;i+o.5  K
                    n  = number of 90" bends
                    K  = resistance coefficient for one 90' bend (per table)
                                                                                     PIPE  EXIT
                                                                       Proiecting   Sharp-Edged      Rounded
                            CLOSE  PATTERN RETURN BENDS







                                                                        K - 1.0       K - 1.0        K - 1.0

             By permission,  Crane Co. Technical Paper #410, Engineering Div., 1976.
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