  Page 1                                    Fri Jun  9 18:48:27 2023

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  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.2                            *
  ******************************************************************
  
   
      Input Data File ................... EX4.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:
         No Nodes
         No Links
   
  Analysis begun Fri Jun  9 18:48:27 2023

  Analysis ended Fri Jun  9 18:49:21 2023
