Page 1                                    Mon Sep 21 18:44:08 2009

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  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.00.12                        *
  ******************************************************************
  
  EPANET Example Network 2
 
   
      Input Data File ................... net2-cl2.inp
      Number of Junctions................ 35
      Number of Reservoirs............... 0
      Number of Tanks ................... 1
      Number of Pipes ................... 40
      Number of Pumps ................... 0
      Number of Valves .................. 0
      Headloss Formula .................. Hazen-Williams
      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 .................... 55.00 hrs
      Reporting Criteria:
         No Nodes
         No Links
   
  Analysis begun Mon Sep 21 18:44:08 2009

  Analysis ended Mon Sep 21 18:44:08 2009