  Page 1                                    Fri Apr 19 10:35:20 2024

  ******************************************************************
  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                         Version 2.2                            *
  ******************************************************************
  
   EPANET Example Network 1
  A simple example of modeling chlorine decay. Both bulk and
  wall reactions are included. 
   
      Input Data File ................... C:\Users\mkiri\OneDrive - University of Cyprus\GITHUB\EPyT\epyt\networks\asce-tf-wdst\Net1_temp.inp
      Number of Junctions................ 9
      Number of Reservoirs............... 1
      Number of Tanks ................... 1
      Number of Pipes ................... 12
      Number of Pumps ................... 1
      Number of Valves .................. 0
      Headloss Formula .................. Hazen-Williams
      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 .................. 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 .................... 24.00 hrs
      Reporting Criteria:
         All Nodes
         with Pressure above 20.00 psi
         All Links
   
   
   
  Energy Usage:
  ----------------------------------------------------------------
             Usage   Avg.     Kw-hr      Avg.      Peak      Cost
  Pump      Factor Effic.     /Mgal        Kw        Kw      /day
  ----------------------------------------------------------------
  9          57.71  75.00    880.42     96.25     96.71      0.00
  ----------------------------------------------------------------
                                         Demand Charge:      0.00
                                         Total Cost:         0.00
   
   
  MAXIMUM Node Results:
  ------------------------------------------------------------------
                  Elevation    Demand      Head  Pressure  Chlorine
  Node                   ft       gpm        ft       psi      mg/L
  ------------------------------------------------------------------
  10                 710.00      0.00   1018.99     133.9       1.0
  11                 710.00    240.00   1001.90     126.5       0.9
  12                 700.00    240.00    988.62     125.1       0.8
  13                 695.00    160.00    987.34     126.7       0.6
  21                 700.00    240.00    989.42     125.4       0.8
  22                 695.00    320.00    987.44     126.7       0.6
  23                 690.00    240.00    987.04     128.7       0.5
  31                 700.00    160.00    985.38     123.7       0.6
  32                 710.00    160.00    983.83     118.7       0.5
  2                  850.00   1029.42    988.57      60.0       1.0  Tank
   
   
  MAXIMUM Link Results:
  ------------------------------------------------------------------------------------------------
                     Length  Diameter      Flow  Velocity  Headloss   Setting  Reaction  F-Factor
  Link                   ft        in       gpm       fps   /1000ft            mg/L/day          
  ------------------------------------------------------------------------------------------------
  10               10530.00     18.00   1909.42      2.41      1.89    100.00      2.67     0.032
  11                5280.00     14.00   1310.99      2.73      3.21    100.00      2.95     0.045
  12                5280.00     10.00    257.86      1.05      0.81    100.00      2.99     0.047
  21                5280.00     10.00    235.69      0.96      0.69    100.00      2.34     0.055
  22                5280.00     12.00    142.19      0.40      0.11    100.00      1.47     0.057
  31                5280.00      6.00     49.99      0.57      0.47    100.00      2.60     0.058
  110                200.00     18.00   1100.00      1.39      0.68    100.00      2.02     0.053
  111               5280.00     10.00    531.34      2.17      3.10    100.00      3.83     0.047
  112               5280.00     12.00    491.04      1.39      1.10    100.00      2.76     0.048
  113               5280.00      8.00     97.86      0.62      0.40    100.00      2.30     0.067
  121               5280.00      8.00    209.99      1.34      1.65    100.00      3.68     0.049
  122               5280.00      6.00    110.02      1.25      2.02    100.00      3.81     0.051
  9                    0.00      0.00   1909.42      0.00      0.00      1.00      0.00     0.000  Pump
   