  Page 1                                    Fri Aug  4 10:23:05 2023

  ******************************************************************
  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.2                            *
  ******************************************************************
  
   
      Input Data File ................... ./ex4-tk/EX4-tk.inp
      Number of Junctions................ 4
      Number of Reservoirs............... 2
      Number of Tanks ................... 0
      Number of Pipes ................... 6
      Number of Pumps ................... 0
      Number of Valves .................. 0
      Headloss Formula .................. Darcy-Weisbach
      Nodal Demand Model ................ DDA
      Hydraulic Timestep ................ 1.00 hrs
      Hydraulic Accuracy ................ 0.001000
      Status Check Frequency ............ 2
      Maximum Trials Checked ............ 10
      Damping Limit Threshold ........... 0.000000
      Maximum Trials .................... 40
      Quality Analysis .................. None
      Specific Gravity .................. 1.00
      Relative Kinematic Viscosity ...... 1.00
      Relative Chemical Diffusivity ..... 1.00
      Demand Multiplier ................. 1.00
      Total Duration .................... 0.00 hrs
      Reporting Criteria:
         All Nodes
         All Links
   
  Analysis begun Fri Aug  4 10:23:05 2023

   
  Hydraulic Status:
  -----------------------------------------------------------------------
     0:00:00: Balanced after 5 trials
     0:00:00: Reservoir 1 is emptying
     0:00:00: Reservoir 2 is filling
   
   
  Hydraulic Status:
  -----------------------------------------------------------------------
     0:00:00: Balanced after 5 trials
     0:00:00: Reservoir 1 is emptying
     0:00:00: Reservoir 2 is filling
   
   
  Node Results:
  ----------------------------------------------
                     Demand      Head  Pressure
  Node                  L/s         m         m
  ----------------------------------------------
  3                    0.00     75.00     25.00
  4                 -200.00    115.46     65.46
  5                    0.00     70.00     20.00
  6                  200.00     69.90     19.90
  1                   -0.92     75.00     -0.00  Reservoir
  2                    0.92     70.00      0.00  Reservoir
   
   
  Link Results:
  ----------------------------------------------
                       Flow  Velocity  Headloss
  Link                  L/s       m/s    /1000m
  ----------------------------------------------
  1                    0.92      0.00      0.00
  2                   -0.92      0.00      0.00
  3                 -183.75      3.74     57.79
  4                   16.25      2.07     56.82
  5                   15.33      0.16      0.09
  6                  184.67      1.47      5.10
   
  Analysis ended Fri Aug  4 10:23:05 2023
