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

78                        Applied Process Design for Chemical and Petrochemical Plants


                                                                  Reynolds number and the friction factor for all conditions
                                                                  of flow using the appropriate f and K values.


                                                                     K = f (L/D)                                (2-25)

                                                                     hf = K(v~ - ~2)'/2g                        (2-31)

                                                                  and:


                                                                     hf = (f L/D)  (v2/2g), ft fluid for pipe   (2-26)

                                                                     hf = (K) (v2/2g), ft fluid for valves and fittings   (2-27)

                                                         1TH J       AP/lOO  eq. ft* = 0.0668 (pv/d2) = 0.0273 pLQ/d4,
                                                                                   psi/lOO eq. ft               (2-32)
                  -.-
                   0   I  2  3   4   5   6   7   8   9   IO          AP  = (AP/lOO)  (Leq), psi                 (2-33)
                                   3-
                                    D
                                         D                           *Equivalent feet of straight pipe; i.e., straight pipe plus
                Note: 1 .)  Use 0.00085 fi for FJD for uncoated cast iron and cast steel elbows.
                   2.)  Not reliable when WD c 1 .O.              equivalents for  valves, fittings,  other  system  components
                   3.)  R = radius of elbow, fl                   (except vessels, etc.) . Therefore,
            Figure 2-13A.  Resistance Coefficients for  90"  bends  of  uniform
            diameter  for  water.  Reprinted  by  permission,  Hydraulic  Institute,   AP/lOO  eq. ft = pressure drop (friction) per 100 equivalent
            Engineering Data Book,  1 st Ed.,  1979, Cleveland, Ohio.             feet of straight pipe






































            Figure 2-13B. Resistance coefficients for bends of uniform diameter and smooth surface at Reynolds number = 2.25  x lo5. Reprinted by per-
            mission, Hydraulic Institute, Engineering Data Book, 1st Ed., 1979, Cleveland, Ohio.
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