  Page 1                                    Thu Feb 09 09:26:35 2023

******************************************************************
*                        W A T E R G E M S                       *
*                   Hydraulic and Water Quality                  *
*                   Analysis for Pipe Networks                   *
*                         Version 10.3                           *
******************************************************************

 
    Number of Junctions................ 899
    Number of Reservoirs............... 2
    Number of Tanks ................... 0
    Number of Pipes ................... 898
    Number of Pumps ................... 4
    Number of Variable Speed Pumps .... 0
    Number of Valves .................. 1
    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 .................. None
    Specific Gravity .................. 1.00
    Relative Kinematic Viscosity ...... 0.98
    Relative Chemical Diffusivity ..... 1.00
    Demand Multiplier ................. 1.00
    Total Duration .................... 0.00 hrs
    Reporting Criteria:
       No Nodes
       No Links
 
[Analysis Started]
Thu Feb 09 09:26:35 2023

[Steady State]
<   0:00:00 Balancing the network:
>
    Trial  1: relative flow change = 0.669096
    Trial  2: relative flow change = 0.000011
    FCV 1842 switched from active to open
    Trial  3: relative flow change = 1418136.750000
    Trial  4: relative flow change = 0.421981
    Trial  5: relative flow change = 0.411309
    Trial  6: relative flow change = 0.431048
    Trial  7: relative flow change = 0.324304
    Trial  8: relative flow change = 0.144044
    Trial  9: relative flow change = 0.034722
    Trial 10: relative flow change = 0.189944
    Trial 11: relative flow change = 0.099987
    Trial 12: relative flow change = 0.375659
    Trial 13: relative flow change = 0.328091
    Trial 14: relative flow change = 0.383191
    Trial 15: relative flow change = 0.049887
    Trial 16: relative flow change = 0.337836
    Trial 17: relative flow change = 0.195117
    Trial 18: relative flow change = 0.080198
    Trial 19: relative flow change = 0.169371
    Trial 20: relative flow change = 0.563079
    Trial 21: relative flow change = 0.145217
    Trial 22: relative flow change = 0.659314
    Trial 23: relative flow change = 0.549985
    Trial 24: relative flow change = 0.067277
    Trial 25: relative flow change = 0.060468
    Trial 26: relative flow change = 0.361478
    Trial 27: relative flow change = 0.475517
    Trial 28: relative flow change = 0.513272
    Trial 29: relative flow change = 0.259961
    Trial 30: relative flow change = 0.050216
    Trial 31: relative flow change = 0.354050
    Trial 32: relative flow change = 0.215323
    Trial 33: relative flow change = 0.108125
    Trial 34: relative flow change = 0.272143
    Trial 35: relative flow change = 0.162775
    Trial 36: relative flow change = 0.354842
    Trial 37: relative flow change = 0.242763
    Trial 38: relative flow change = 0.090817
    Trial 39: relative flow change = 0.099844
    Trial 40: relative flow change = 0.031886
<   0:00:00 Unbalanced after 40 trials (flow change = 0.031886)>
<Flow Summary>
Flow Supplied 0.01 gpm
Flow Demanded 0.00 gpm
Flow Stored 0.01 gpm
<Flow Summary>
   0:00:00 Reservoir 1841 is closed
   0:00:00 Reservoir 1840 is closed
   0:00:00 FCV 1842 open but cannot deliver flow
 
{INFO 0:00:00} Negative pressures.
{WARNING 0:00:00} FCV 1842 open but cannot deliver flow.
{WARNING 0:00:00} System unbalanced.

[Analysis Ended]
Thu Feb 09 09:26:35 2023
