Page 1                                    Fri Mar 23 14:48:39 2018

  ******************************************************************
  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.00.12                        *
  ******************************************************************
  
   
      Input Data File ................... gestar1mod.inp
      Number of Junctions................ 1
      Number of Reservoirs............... 2
      Number of Tanks ................... 0
      Number of Pipes ................... 2
      Number of Pumps ................... 0
      Number of Valves .................. 0
      Headloss Formula .................. Darcy-Weisbach
      Hydraulic Timestep ................ 1.00 hrs
      Hydraulic Accuracy ................ 0.000100
      Status Check Frequency ............ 2
      Maximum Trials Checked ............ 10
      Damping Limit Threshold ........... 0.000000
      Maximum Trials .................... 21
      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:
         No Nodes
         No Links
   
  Analysis begun Fri Mar 23 14:48:39 2018

   
  Hydraulic Status:
  -----------------------------------------------------------------------
     0:00:00: Balancing the network:
              Trial  1: relative flow change = 6.023683
              Trial  2: relative flow change = 1.016700
              Trial  3: relative flow change = 1.035511
              Trial  4: relative flow change = 1.080023
              Trial  5: relative flow change = 1.203079
              Trial  6: relative flow change = 1.469410
              Trial  7: relative flow change = 0.581200
              Trial  8: relative flow change = 0.263708
              Trial  9: relative flow change = 0.131854
              Trial 10: relative flow change = 0.065927
              Trial 11: relative flow change = 0.032964
              Trial 12: relative flow change = 0.016482
              Trial 13: relative flow change = 0.008241
              Trial 14: relative flow change = 0.004120
              Trial 15: relative flow change = 0.002060
              Trial 16: relative flow change = 0.001030
              Trial 17: relative flow change = 0.000515
              Trial 18: relative flow change = 0.000258
              Trial 19: relative flow change = 0.000129
              Trial 20: relative flow change = 0.000064
     0:00:00: Balanced after 20 trials
     0:00:00: Reservoir B is emptying
     0:00:00: Reservoir A is emptying
   
  Analysis ended Fri Mar 23 14:48:39 2018