  Page 1                                            9/29/2016 2:54:12 PM
  **********************************************************************
  *                             E P A N E T                            *
  *                     Hydraulic and Water Quality                    *
  *                     Analysis for Pipe Networks                     *
  *                           Version 2.0                              *
  **********************************************************************
  
  Input File: 
  
  
  
  Link - Node Table:
  ----------------------------------------------------------------------
  Link           Start          End                Length  Diameter
  ID             Node           Node                    m        mm
  ----------------------------------------------------------------------
  1              1              3                       4       100
  2              4              2                     100       100
  3              3              4                    #N/A      #N/A Pump
  
  Energy Usage:
  ----------------------------------------------------------------------
                    Usage   Avg.     Kw-hr      Avg.      Peak      Cost
  Pump             Factor Effic.     /m3        Kw        Kw      /day
  ----------------------------------------------------------------------
  3                100.00  75.00      0.04      0.92      0.92      0.00
  ----------------------------------------------------------------------
                                                Demand Charge:      0.00
                                                Total Cost:         0.00
  
  Node Results:
  ----------------------------------------------------------------------
  Node                Demand      Head  Pressure   Quality
  ID                     LPS         m         m          
  ----------------------------------------------------------------------
  3                     0.00      9.97     -3.03      0.00
  4                     0.00     20.69      7.69      0.00
  1                    -6.55     10.00      0.00      0.00 Reservoir
  2                     6.55     20.00      0.00      0.00 Reservoir
  
  Link Results:
  ----------------------------------------------------------------------
  Link                  Flow  VelocityUnit Headloss    Status
  ID                     LPS       m/s      m/km
  ----------------------------------------------------------------------
  1                     6.55      0.83      6.87      Open
  2                     6.55      0.83      6.87      Open
  3                     6.55      0.00    -10.71      Open Pump
  
