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EPANET/tests/epanet-nrtestsuite/benchmark/epanet-2012/JEP5-13/JEP5-13.rpt
2018-04-02 11:33:11 -04:00

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Page 1 Fri Mar 23 14:48:34 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
JEPPSON EXAMPLE V-13
Input Data File ................... JEP5-13.inp
Number of Junctions................ 8
Number of Reservoirs............... 2
Number of Tanks ................... 0
Number of Pipes ................... 10
Number of Pumps ................... 0
Number of Valves .................. 2
Headloss Formula .................. Darcy-Weisbach
Hydraulic Timestep ................ 1.00 hrs
Hydraulic Accuracy ................ 0.001000
Status Check Frequency ............ 2
Maximum Trials Checked ............ 10
Damping Limit Threshold ........... 0.000000
Maximum Trials .................... 200
Quality Analysis .................. None
Specific Gravity .................. 1.00
Relative Kinematic Viscosity ...... 1.00
Relative Chemical Diffusivity ..... 1.00
Demand Multiplier ................. 1.00
Total Duration .................... 0.00 hrs
Reporting Criteria:
No Nodes
No Links
Analysis begun Fri Mar 23 14:48:34 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.991580
Trial 2: relative flow change = 0.903818
PRV 801 switched from active to closed
Trial 3: relative flow change = 1.337354
Trial 4: relative flow change = 0.511944
PRV 701 switched from active to closed
Trial 5: relative flow change = 0.154394
PRV 701 switched from closed to active
PRV 801 switched from closed to active
Trial 6: relative flow change = 0.991636
Trial 7: relative flow change = 0.996578
PRV 701 switched from active to open
PRV 801 switched from active to closed
Trial 8: relative flow change = 2.547310
PRV 701 switched from open to active
Trial 9: relative flow change = 0.845271
PRV 701 switched from active to open
Trial 10: relative flow change = 1.123269
PRV 701 switched from open to active
Trial 11: relative flow change = 0.787941
PRV 701 switched from active to open
PRV 801 switched from closed to open
Trial 12: relative flow change = 1.200130
PRV 701 switched from open to active
PRV 801 switched from open to closed
Trial 13: relative flow change = 0.741413
PRV 701 switched from active to open
PRV 801 switched from closed to active
Trial 14: relative flow change = 1.164079
PRV 701 switched from open to active
Trial 15: relative flow change = 0.834667
PRV 801 switched from active to closed
Trial 16: relative flow change = 0.822158
Trial 17: relative flow change = 0.480614
Trial 18: relative flow change = 0.316797
Trial 19: relative flow change = 0.085031
Trial 20: relative flow change = 0.015071
Trial 21: relative flow change = 0.001529
Trial 22: relative flow change = 0.000119
0:00:00: Balanced after 22 trials
0:00:00: Reservoir 101 is emptying
0:00:00: Reservoir 102 is filling
0:00:00: PRV 801 closed
Analysis ended Fri Mar 23 14:48:34 2018