  Page 1                                    Tue Dec 20 12:13:04 2022

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  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.2                            *
  ******************************************************************
  
   
      Input Data File ................... /Applications/MAMP/htdocs/baltoroplatform/epanet/data/sim.inp
      Number of Junctions................ 823
      Number of Reservoirs............... 1
      Number of Tanks ................... 0
      Number of Pipes ................... 667
      Number of Pumps ................... 0
      Number of Valves .................. 196
      Headloss Formula .................. Darcy-Weisbach
      Nodal Demand Model ................ DDA
      Hydraulic Timestep ................ 15.00 min
      Hydraulic Accuracy ................ 0.010000
      Status Check Frequency ............ 2
      Maximum Trials Checked ............ 10
      Damping Limit Threshold ........... 0.000000
      Maximum Trials .................... 500
      Quality Analysis .................. None
      Specific Gravity .................. 1.00
      Relative Kinematic Viscosity ...... 1.00
      Relative Chemical Diffusivity ..... 1.00
      Demand Multiplier ................. 1.00
      Total Duration .................... 1425.00 min
      Reporting Criteria:
         No Nodes
         No Links
   
  Analysis begun Tue Dec 20 12:13:04 2022

  Analysis ended Tue Dec 20 12:13:04 2022
