  Page 1                                    Fri Aug  4 10:38:19 2023

  ******************************************************************
  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.2                            *
  ******************************************************************
  
   EPANET Example Network 1
  A simple example of modeling chlorine decay. Both bulk and
  wall reactions are included. 
   
      Input Data File ................... ./ex1-cr/Net1-tk.inp
      Number of Junctions................ 9
      Number of Reservoirs............... 1
      Number of Tanks ................... 1
      Number of Pipes ................... 12
      Number of Pumps ................... 1
      Number of Valves .................. 0
      Headloss Formula .................. Hazen-Williams
      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 .................. Chlorine
      Water Quality Time Step ........... 5.00 min
      Water Quality Tolerance ........... 0.01 mg/L
      Specific Gravity .................. 1.00
      Relative Kinematic Viscosity ...... 1.00
      Relative Chemical Diffusivity ..... 1.00
      Demand Multiplier ................. 1.00
      Total Duration .................... 24.00 hrs
      Reporting Criteria:
         All Nodes
         All Links
   
  Analysis begun Fri Aug  4 10:38:19 2023

   
  Hydraulic Status:
  -----------------------------------------------------------------------
     0:00:00: Balanced after 4 trials
     0:00:00: Reservoir 9 is emptying
     0:00:00: Tank 2 is filling at 120.00 ft
   
     1:00:00: Balanced after 2 trials
   
     2:00:00: Balanced after 3 trials
   
     3:00:00: Balanced after 2 trials
   
     4:00:00: Balanced after 3 trials
   
     5:00:00: Balanced after 2 trials
   
     6:00:00: Balanced after 2 trials
   
     7:00:00: Balanced after 1 trials
   
     8:00:00: Balanced after 2 trials
   
     9:00:00: Balanced after 2 trials
   
    10:00:00: Balanced after 2 trials
   
    11:00:00: Balanced after 2 trials
   
    12:00:00: Balanced after 3 trials
   
    12:32:34: Pump 9 changed by Tank 2 control
    12:32:34: Balanced after 4 trials
    12:32:34: Reservoir 9 is closed
    12:32:34: Tank 2 is emptying at 140.00 ft
    12:32:34: Pump 9 changed from open to closed
   
    13:00:00: Balanced after 1 trials
   
    14:00:00: Balanced after 2 trials
   
    15:00:00: Balanced after 1 trials
   
    16:00:00: Balanced after 2 trials
   
    17:00:00: Balanced after 1 trials
   
    18:00:00: Balanced after 2 trials
   
    19:00:00: Balanced after 1 trials
   
    20:00:00: Balanced after 2 trials
   
    21:00:00: Balanced after 1 trials
   
    22:00:00: Balanced after 2 trials
   
    22:41:30: Pump 9 changed by Tank 2 control
    22:41:30: Balanced after 15 trials
    22:41:30: Reservoir 9 is emptying
    22:41:30: Tank 2 is filling at 110.00 ft
    22:41:30: Pump 9 changed from closed to open
   
    23:00:00: Balanced after 2 trials
   
    24:00:00: Balanced after 3 trials
   
  Water Quality Mass Balance (mg)
  ================================
  Initial Mass:       7.47582e+06
  Mass Inflow:        5.73534e+06
  Mass Outflow:       3.22693e+06
  Mass Reacted:       5.27198e+06
  Final Mass:         4.71226e+06
  Mass Ratio:         1.00000
  ================================

  Analysis ended Fri Aug  4 10:38:19 2023
