Page 1                                    Fri Sep 12 00:12:04 2025

  ******************************************************************
  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.2                            *
  ******************************************************************
  
  TSNet Division by Zero Test
  Generated for testing fixes
   
      Input Data File ................... temp.inp
      Number of Junctions................ 2
      Number of Reservoirs............... 0
      Number of Tanks ................... 1
      Number of Pipes ................... 1
      Number of Pumps ................... 1
      Number of Valves .................. 0
      Headloss Formula .................. Darcy-Weisbach
      Nodal Demand Model ................ DDA
      Hydraulic Timestep ................ 0.02 min
      Hydraulic Accuracy ................ 0.010000
      Status Check Frequency ............ 2
      Maximum Trials Checked ............ 10
      Damping Limit Threshold ........... 0.000000
      Maximum Trials .................... 100
      Quality Analysis .................. None
      Specific Gravity .................. 1.00
      Relative Kinematic Viscosity ...... 978.54
      Relative Chemical Diffusivity ..... 1.00
      Demand Multiplier ................. 1.00
      Total Duration .................... 0.02 min
      Reporting Criteria:
         No Nodes
         No Links
   
  Analysis begun Fri Sep 12 00:12:04 2025

  Analysis ended Fri Sep 12 00:12:04 2025