Page 92 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
P. 92

76                       Applied  Process Design for Chemical  and Petrochemical  Plants

             (table continued  from precious page)

                               PLUG  VAL  YES  AND  COCKS                        STANDARD  ELBOWS
                    Straight-Way               3-Way                          90°
                                                         �
                                        ITJ            1: 1
                                                       �
                                       ViewX-X
                                    aJJ cBJ






                       If:  /3-  I,   If:   /3-1,
                       K1  c  18/T    K1  - 30/T                                  STANDARD  TEES
                             If:  13  <  1  .•.  K, - Formula 6



                                     MITRE  BENDS

                                                 -<    K
                                                 o·    211                  Flow thru run      K - 1.0 f  T
                                                 15°   Hr                   Flow thru branch
                                                30°    8 fr                                    K - 6o f  T
                                                45•   15 fr
                                                60"   25 fr
                                                 75°   40 fr
                                                90°   60 Ir
                                                                                   PIPE  ENTRANCE
                                  90°  PIPE  BENDS  AND
                         FLANGED  OR  Bun-WELDING  90°  ELBOWS
                                                                        Inward                           Flush
                                            r/d   K   r/d   K         Projedlng
                         /1]                 1  2   20 Ir  10  30 fr                  o.oo-   0.5
                                                                                      r/d
                                                                                               K
                                                12 fr  12  34  fr
                        [_[A                4   12 fr  14  38 Ir                      0.02    0.28
                                             3
                                                14 Ir  16  42  fr
                                                                                      0.04
                                                                                              0.24
                                            6
                                                17 Ir  18  46 fr
                                             8   24 fr  20  50  fr                    0.06    0.15
                                                                                      0.10
                                                                                              0.09
                                                                                    0.15 & up   0.04
                    The  resistance  coefficient,  K11.  for pipe  bends other
                    than qo may be determined as follows:                                                ForK,
                          0
                                                                                                        see  table
                                  (              K)
                      Ks - (n- 1)  0.1.5  11" h2 + 0.5   + K
                    n  = number of 90° bends
                    K  - resistance coefficient for one 90° bend (per table)
                                                                                     PIPE  EXIT
                                                                       Projeding    Sharp-Edged      Rounded
                            CLOSE  PATTERN  RETURN  BENDS


                                                                        K -  1.0      K -  1.0       K -  1.0

             By permission,  Crane Co.  Technical Paper #4  JO,  Engineering Div.,  1976.
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