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P. 69

The Practical Pumping  Handbook  ~-  -       ::;:;;- .......... : _~~


      Velocity Head  (Hv)  at  160  gpm
      (from  Friction  Loss Tables)
      V2/2g  on  3  inch  discharge   -   V2/2g  on  4  inch  suction
      Therefore     0.749  feet   -   0.253  feet
                                                  Velocity  Head  =  0.496  feet

      Friction  Loss  (Hf)
      Piping  Losses  based  on  a Flow  Rate  at  160  gpm
      (from Friction  Loss Tables)


      Pipe Size      Length of Pipe     Hf  per l OOft      Friction Loss
      3  inch        80  feet           5.81  feet          4.648  ft.
      4  inch        5  feet            1.49  feet          0.0745  ft.
                                         Piping Losses       4. 7225 ft

      Valves and  Fittings  Losses  based  on  a Flow  Rate  of 160  gpm
      (from  Resistance  Coefficient Tables  and  Friction  Loss Tables)
      Item                     K factor  V2/2g   Hf  per   Qty   Total Hf
                                                 fixture
      4"  Flanged  Gate  Valve   0.16   0.253    0.04048   2     0.08096  ft
      3"  Flanged  Gate  Valve   0.25   0.749    0.18725   2    0.3745  ft
      3"  Flanged  Check Valve   0.2    0.749    0.1498    1     0.1498  ft
      3"  Long  Rad.  Flanged  Elbow0.26  0.749   0.19474   1   0.19474  ft
                                Valves and Fitting Losses        0.8feet

      Total Friction Losses = 4.7225 + 0.8 = 5.5225feet

      Implementing  a  10% Safety Factor  =  5.5225  x  1.1

                           Therefore  Total  Friction  Losses  (Hf)  =  6.07475  feet

      H   =   Hs     +   Hsd    +   Hv      +   Hf
             50      +   161.45   +   0.496   +   6.075
             218  feet
      Therefore  design  operating  condition  =  170  gpm  @ 218  feet  of  Head















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