  Page 1                                             2/8/2016 6:09:34 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              4                     900       850
  2              2              4                     800       850
  3              4              3                     700       850
  
  Node Results:
  ----------------------------------------------------------------------
  Node                Demand      Head  Pressure   Quality
  ID                     LPS         m         m          
  ----------------------------------------------------------------------
  4                     0.00     79.74     79.74      0.00
  1                 -2473.92    100.00      0.00      0.00 Reservoir
  2                  -291.94     80.00      0.00      0.00 Reservoir
  3                  2765.86     60.00      0.00      0.00 Reservoir
  
  Link Results:
  ----------------------------------------------------------------------
  Link                  Flow  VelocityUnit Headloss    Status
  ID                     LPS       m/s      m/km
  ----------------------------------------------------------------------
  1                  2473.92      4.36     22.51      Open
  2                   291.94      0.51      0.33      Open
  3                  2765.86      4.87     28.20      Open
  
