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Adding benchmarks for new tests

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This commit is contained in:
Michael Tryby
2018-04-02 11:33:11 -04:00
parent 3c4c5e5073
commit 0b5e3ea95f
82 changed files with 2006 additions and 40 deletions
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Page 1 Fri Mar 23 14:42:19 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:42:19 2018
Analysis ended Fri Mar 23 14:42:19 2018

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Page 1 Fri Mar 23 14:42:19 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Model exported from AQUIS on 2011-09-09 20:45:25 - C:\Epanet3-CLE\Epa
Input Data File ................... 2PRVs-aquis.inp
Number of Junctions................ 6
Number of Reservoirs............... 1
Number of Tanks ................... 0
Number of Pipes ................... 5
Number of Pumps ................... 0
Number of Valves .................. 2
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 .................... 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 14:42:19 2018
Analysis ended Fri Mar 23 14:42:19 2018

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Page 1 Fri Mar 23 14:42:19 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:42:19 2018
Analysis ended Fri Mar 23 14:42:19 2018

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Page 1 Fri Mar 23 14:42:20 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:42:20 2018
Analysis ended Fri Mar 23 14:42:20 2018

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Page 1 Fri Mar 23 14:42:20 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:42:20 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 1.094712
FCV 47 switched from active to open
Trial 2: relative flow change = 1.078480
Pump 29 switched from open to closed
Trial 3: relative flow change = 0.279262
Pump 29 switched from closed to open
Trial 4: relative flow change = 0.264348
Trial 5: relative flow change = 0.000008
0:00:00: Balanced after 5 trials
0:00:00: Reservoir 1 is emptying
0:00:00: Reservoir 32 is emptying
0:00:00: FCV 47 open but cannot deliver flow
WARNING: Negative pressures at 0:00:00 hrs.
WARNING: FCV 47 open but cannot deliver flow at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:42:20 2018

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Page 1 Fri Mar 23 14:42:20 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Input Data File ................... 57460.inp
Number of Junctions................ 28899
Number of Reservoirs............... 1
Number of Tanks ................... 0
Number of Pipes ................... 57460
Number of Pumps ................... 0
Number of Valves .................. 0
Headloss Formula .................. Darcy-Weisbach
Hydraulic Timestep ................ 1.00 hrs
Hydraulic Accuracy ................ 0.010000
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 ...... 0.99
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 14:42:21 2018
Analysis ended Fri Mar 23 14:42:53 2018

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Page 1 Fri Mar 23 14:48:33 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Input Data File ................... 5fcvs.inp
Number of Junctions................ 31
Number of Reservoirs............... 2
Number of Tanks ................... 0
Number of Pipes ................... 25
Number of Pumps ................... 5
Number of Valves .................. 5
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 .................... 40
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 14:48:33 2018
WARNING: FCV 46 open but cannot deliver flow at 0:00:00 hrs.
WARNING: FCV 47 open but cannot deliver flow at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:33 2018

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Page 1 Fri Mar 23 14:48:33 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:33 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.898223
Trial 2: relative flow change = 0.004135
Trial 3: relative flow change = 0.000551
Trial 4: relative flow change = 0.000218
Trial 5: relative flow change = 0.000099
0:00:00: Balanced after 5 trials
0:00:00: Reservoir 1 is emptying
Analysis ended Fri Mar 23 14:48:33 2018

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Page 1 Fri Mar 23 14:48:33 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:33 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.739494
Trial 2: relative flow change = 0.051884
Trial 3: relative flow change = 0.001155
Trial 4: relative flow change = 0.000003
0:00:00: Balanced after 4 trials
0:00:00: Reservoir 1 is emptying
Analysis ended Fri Mar 23 14:48:33 2018

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tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_1/example1.rpt
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Page 1 Fri Oct 13 13:50:29 2017
Page 1 Fri Mar 23 14:48:33 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Oct 13 13:50:29 2017
Analysis begun Fri Mar 23 14:48:33 2018
Hydraulic Status:
@@ -1026,4 +1026,4 @@
122 58.67 0.67 0.63
9 1892.24 0.00 -200.72 Pump
Analysis ended Fri Oct 13 13:50:29 2017
Analysis ended Fri Mar 23 14:48:33 2018

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tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_2/example2.rpt
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Page 1 Fri Oct 13 13:50:29 2017
Page 1 Fri Mar 23 14:48:33 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Oct 13 13:50:29 2017
Analysis begun Fri Mar 23 14:48:33 2018
Hydraulic Status:
@@ -5173,4 +5173,4 @@
40 0.91 0.01 0.00
41 1.26 0.01 0.00
Analysis ended Fri Oct 13 13:50:30 2017
Analysis ended Fri Mar 23 14:48:34 2018

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tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_3/example3.rpt
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Page 1 Fri Oct 13 13:50:30 2017
Page 1 Fri Mar 23 14:48:34 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Oct 13 13:50:30 2017
Analysis begun Fri Mar 23 14:48:34 2018
Hydraulic Status:
@@ -5849,4 +5849,4 @@
10 0.00 0.00 0.00 Pump
335 13087.22 0.00 -94.07 Pump
Analysis ended Fri Oct 13 13:50:30 2017
Analysis ended Fri Mar 23 14:48:34 2018

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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 *
******************************************************************
Analysis begun Fri Mar 23 14:48:34 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.599514
Trial 2: relative flow change = 0.586701
Trial 3: relative flow change = 0.052868
PRV 12 switched from active to open
PRV 13 switched from active to open
Trial 4: relative flow change = 0.041194
Trial 5: relative flow change = 0.020306
Trial 6: relative flow change = 0.011794
Trial 7: relative flow change = 0.007513
Trial 8: relative flow change = 0.004786
Trial 9: relative flow change = 0.003051
Trial 10: relative flow change = 0.001946
Trial 11: relative flow change = 0.001241
Trial 12: relative flow change = 0.000792
0:00:00: Balanced after 12 trials
0:00:00: Reservoir 1 is emptying
0:00:00: PRV 12 open
0:00:00: PRV 13 open
Analysis ended Fri Mar 23 14:48:34 2018

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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

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Page 1 Thu Mar 22 17:13:07 2018
Page 1 Fri Mar 23 14:48:34 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:07 2018
Analysis begun Fri Mar 23 14:48:34 2018
Hydraulic Status:
@@ -92,4 +92,4 @@
Trial 2: relative flow change = 0.000000
12:00:00: Balanced after 2 trials
Analysis ended Thu Mar 22 17:13:07 2018
Analysis ended Fri Mar 23 14:48:34 2018

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Page 1 Thu Mar 22 17:13:07 2018
Page 1 Fri Mar 23 14:48:34 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:07 2018
Analysis begun Fri Mar 23 14:48:34 2018
Hydraulic Status:
@@ -21,4 +21,4 @@
0:00:00: Reservoir 9 is emptying
0:00:00: Tank 2 is filling at 120.00 ft
Analysis ended Thu Mar 22 17:13:07 2018
Analysis ended Fri Mar 23 14:48:34 2018

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tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1/NET1.rpt
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Page 1 Thu Mar 22 17:13:07 2018
Page 1 Fri Mar 23 14:48:34 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:07 2018
Analysis begun Fri Mar 23 14:48:34 2018
Hydraulic Status:
@@ -21,4 +21,4 @@
0:00:00: Reservoir 9 is emptying
0:00:00: Tank 2 is filling at 120.00 ft
Analysis ended Thu Mar 22 17:13:07 2018
Analysis ended Fri Mar 23 14:48:34 2018

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tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1cv/NET1cv.rpt
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Page 1 Thu Mar 22 17:13:07 2018
Page 1 Fri Mar 23 14:48:35 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:07 2018
Analysis begun Fri Mar 23 14:48:35 2018
Hydraulic Status:
@@ -23,4 +23,4 @@
0:00:00: Tank 2 is filling at 120.00 ft
0:00:00: CV 113p closed
Analysis ended Thu Mar 22 17:13:07 2018
Analysis ended Fri Mar 23 14:48:35 2018

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tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1emit/NET1emit.rpt
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Page 1 Thu Mar 22 17:13:07 2018
Page 1 Fri Mar 23 14:48:35 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:07 2018
Analysis begun Fri Mar 23 14:48:35 2018
Hydraulic Status:
@@ -22,4 +22,4 @@
0:00:00: Reservoir 9 is emptying
0:00:00: Tank 2 is filling at 120.00 ft
Analysis ended Thu Mar 22 17:13:07 2018
Analysis ended Fri Mar 23 14:48:35 2018

6
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1negemit/NET1negemit.rpt
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Page 1 Thu Mar 22 17:13:08 2018
Page 1 Fri Mar 23 14:48:35 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:08 2018
Analysis begun Fri Mar 23 14:48:35 2018
Hydraulic Status:
@@ -25,4 +25,4 @@
0:00:00: Reservoir 9 is emptying
0:00:00: Tank 2 is filling at 120.00 ft
Analysis ended Thu Mar 22 17:13:08 2018
Analysis ended Fri Mar 23 14:48:35 2018

6
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1np/NET1np.rpt
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@@ -1,4 +1,4 @@
Page 1 Thu Mar 22 17:13:08 2018
Page 1 Fri Mar 23 14:48:35 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:08 2018
Analysis begun Fri Mar 23 14:48:35 2018
Hydraulic Status:
@@ -23,4 +23,4 @@
0:00:00: Reservoir 9 is emptying
0:00:00: Tank 2 is filling at 120.00 ft
Analysis ended Thu Mar 22 17:13:08 2018
Analysis ended Fri Mar 23 14:48:35 2018

6
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1para/NET1para.rpt
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Page 1 Thu Mar 22 17:13:08 2018
Page 1 Fri Mar 23 14:48:35 2018
******************************************************************
* E P A N E T *
@@ -7,7 +7,7 @@
* Version 2.00.12 *
******************************************************************
Analysis begun Thu Mar 22 17:13:08 2018
Analysis begun Fri Mar 23 14:48:35 2018
Hydraulic Status:
@@ -21,4 +21,4 @@
0:00:00: Reservoir 9 is emptying
0:00:00: Tank 2 is filling at 120.00 ft
Analysis ended Thu Mar 22 17:13:08 2018
Analysis ended Fri Mar 23 14:48:35 2018

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Page 1 Fri Mar 23 14:48:35 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:36 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 1.809508
Trial 2: relative flow change = 0.544139
Trial 3: relative flow change = 0.176056
Trial 4: relative flow change = 0.036352
Trial 5: relative flow change = 0.006877
0:00:00: Balanced after 5 trials
0:00:00: Reservoir 7384 is emptying
0:00:00: Reservoir 311 is emptying
0:00:00: Reservoir RES9000 is emptying
Analysis ended Fri Mar 23 14:48:36 2018

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Page 1 Fri Mar 23 14:48:37 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:37 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 1.809664
Trial 2: relative flow change = 0.544139
Trial 3: relative flow change = 0.176056
Trial 4: relative flow change = 0.036352
Trial 5: relative flow change = 0.006877
0:00:00: Balanced after 5 trials
0:00:00: Reservoir 7384 is emptying
0:00:00: Reservoir 311 is emptying
0:00:00: Reservoir RES9000 is emptying
Analysis ended Fri Mar 23 14:48:38 2018

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Page 1 Fri Mar 23 14:48:38 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:38 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.995170
Trial 2: relative flow change = 0.255385
Pipe 142 switched from open to closed
Pipe 143 switched from open to closed
Trial 3: relative flow change = 0.976055
Trial 4: relative flow change = 0.084588
Trial 5: relative flow change = 0.014087
Trial 6: relative flow change = 0.001687
Trial 7: relative flow change = 0.000033
0:00:00: Balanced after 7 trials
0:00:00: Reservoir 40 is emptying
0:00:00: Tank 41 is closed at 10.00 ft
0:00:00: Tank 42 is closed at 10.00 ft
0:00:00: Pipe 142 temporarily closed
0:00:00: Pipe 143 temporarily closed
WARNING: Negative pressures at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:38 2018

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Page 1 Fri Mar 23 14:48:38 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:38 2018
WARNING: Negative pressures at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:38 2018

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Page 1 Fri Mar 23 14:48:38 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:38 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 1.115389
Trial 2: relative flow change = 1.173709
Trial 3: relative flow change = 1.173711
Trial 4: relative flow change = 1.173708
Trial 5: relative flow change = 1.173715
Trial 6: relative flow change = 1.173713
Trial 7: relative flow change = 1.173725
Trial 8: relative flow change = 1.173760
Trial 9: relative flow change = 1.173731
Trial 10: relative flow change = 1.173601
Trial 11: relative flow change = 1.173730
Trial 12: relative flow change = 0.000669
0:00:00: Balanced after 12 trials
0:00:00: Reservoir R1 is closed
0:00:00: Reservoir R2 is closed
Analysis ended Fri Mar 23 14:48:38 2018

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Page 1 Fri Mar 23 14:48:38 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:38 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.467174
Trial 2: relative flow change = 0.000000
0:00:00: Balanced after 2 trials
0:00:00: Reservoir R1 is emptying
0:00:00: Reservoir R2 is filling
Analysis ended Fri Mar 23 14:48:38 2018

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Page 1 Fri Mar 23 14:48:38 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:38 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.983623
Trial 2: relative flow change = 0.992520
Trial 3: relative flow change = 0.639463
Trial 4: relative flow change = 0.198357
Trial 5: relative flow change = 0.016748
Trial 6: relative flow change = 0.000119
0:00:00: Balanced after 6 trials
0:00:00: Reservoir R1 is emptying
0:00:00: Reservoir R2 is filling
Analysis ended Fri Mar 23 14:48:38 2018

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Page 1 Fri Mar 23 14:48:39 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:39 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 2.337526
Trial 2: relative flow change = 0.996214
Trial 3: relative flow change = 0.986741
Trial 4: relative flow change = 0.969377
Trial 5: relative flow change = 0.953164
Trial 6: relative flow change = 0.936956
Trial 7: relative flow change = 0.864790
Trial 8: relative flow change = 0.999442
Trial 9: relative flow change = 0.698432
Trial 10: relative flow change = 0.387803
Trial 11: relative flow change = 0.205241
Trial 12: relative flow change = 0.105711
Trial 13: relative flow change = 0.053664
Trial 14: relative flow change = 0.027039
Trial 15: relative flow change = 0.013572
Trial 16: relative flow change = 0.006799
Trial 17: relative flow change = 0.003339
Trial 18: relative flow change = 0.001263
Trial 19: relative flow change = 0.000417
Trial 20: relative flow change = 0.000184
Trial 21: relative flow change = 0.000092
0:00:00: Balanced after 21 trials
0:00:00: Reservoir B is emptying
0:00:00: Reservoir A is emptying
Analysis ended Fri Mar 23 14:48:39 2018

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@@ -0,0 +1,65 @@
Page 1 Fri Mar 23 14:48:39 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Input Data File ................... gestar1mod.inp
Number of Junctions................ 1
Number of Reservoirs............... 2
Number of Tanks ................... 0
Number of Pipes ................... 2
Number of Pumps ................... 0
Number of Valves .................. 0
Headloss Formula .................. Darcy-Weisbach
Hydraulic Timestep ................ 1.00 hrs
Hydraulic Accuracy ................ 0.000100
Status Check Frequency ............ 2
Maximum Trials Checked ............ 10
Damping Limit Threshold ........... 0.000000
Maximum Trials .................... 21
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 14:48:39 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 6.023683
Trial 2: relative flow change = 1.016700
Trial 3: relative flow change = 1.035511
Trial 4: relative flow change = 1.080023
Trial 5: relative flow change = 1.203079
Trial 6: relative flow change = 1.469410
Trial 7: relative flow change = 0.581200
Trial 8: relative flow change = 0.263708
Trial 9: relative flow change = 0.131854
Trial 10: relative flow change = 0.065927
Trial 11: relative flow change = 0.032964
Trial 12: relative flow change = 0.016482
Trial 13: relative flow change = 0.008241
Trial 14: relative flow change = 0.004120
Trial 15: relative flow change = 0.002060
Trial 16: relative flow change = 0.001030
Trial 17: relative flow change = 0.000515
Trial 18: relative flow change = 0.000258
Trial 19: relative flow change = 0.000129
Trial 20: relative flow change = 0.000064
0:00:00: Balanced after 20 trials
0:00:00: Reservoir B is emptying
0:00:00: Reservoir A is emptying
Analysis ended Fri Mar 23 14:48:39 2018

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Page 1 Fri Mar 23 14:48:39 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:39 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 6.551358
Trial 2: relative flow change = 1.197136
Trial 3: relative flow change = 1.229316
Trial 4: relative flow change = 1.319952
Trial 5: relative flow change = 1.668231
Trial 6: relative flow change = 1.147804
Trial 7: relative flow change = 0.303981
Trial 8: relative flow change = 0.013634
Trial 9: relative flow change = 0.000030
0:00:00: Balanced after 9 trials
0:00:00: Reservoir B is emptying
0:00:00: Reservoir A is emptying
Analysis ended Fri Mar 23 14:48:39 2018

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@@ -0,0 +1,12 @@
Page 1 Fri Mar 23 14:48:39 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:39 2018
Analysis ended Fri Mar 23 14:48:39 2018

399
tests/epanet-nrtestsuite/benchmark/epanet-2012/manifest.json
View File

@@ -5,6 +5,105 @@
"version": "2.0.12"
},
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"error_msg": null,
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"2PRVs.rpt": "epanet report"
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"version": "1.0"
},
{
"description": "Another loop network with two pressure reducing valves",
"error_msg": null,
"name": "2PRVs-a",
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"2PRVs-a.rpt": "epanet report"
},
"passed": true,
"version": "1.0"
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{
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"error_msg": null,
"name": "2PRVs-aquis",
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"2PRVs-aquis.rpt": "epanet report"
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{
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"2Tanks.rpt": "epanet report"
},
"passed": true,
"version": "1.0"
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{
"description": "Simple branch network with two flow control valves",
"error_msg": null,
"name": "2fcvs",
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"2fcvs.rpt": "epanet report"
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{
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"error_msg": null,
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"57460.rpt": "epanet report"
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"version": "1.0"
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{
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"error_msg": null,
"name": "5fcvs",
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"5fcvs.out": "epanet allclose",
"5fcvs.rpt": "epanet report"
},
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"version": "1.0"
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{
"description": "",
"error_msg": null,
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"6848-68nodes.rpt": "epanet report"
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"version": "1.0"
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{
"description": "",
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"Elhay-ZeroFlow.rpt": "epanet report"
},
"passed": true,
"version": "1.0"
},
{
"description": "A simple example of modeling chlorine decay",
"error_msg": null,
@@ -41,6 +140,28 @@
{
"description": "",
"error_msg": null,
"name": "GES4-9",
"output_files": {
"GES4-9.out": "epanet allclose",
"GES4-9.rpt": "epanet report"
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{
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"error_msg": null,
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"JEP5-13.rpt": "epanet report"
},
"passed": true,
"version": "1.0"
},
{
"description": "Example network one with tank mixing",
"error_msg": null,
"name": "NET1",
"output_files": {
"NET1.out": "epanet allclose",
@@ -50,7 +171,7 @@
"version": "1.0"
},
{
"description": "",
"description": "Example network one with control.",
"error_msg": null,
"name": "NET1-3",
"output_files": {
@@ -61,7 +182,7 @@
"version": "1.0"
},
{
"description": "",
"description": "Network one with pressure breaker valve.",
"error_msg": null,
"name": "NET1-PBV",
"output_files": {
@@ -72,7 +193,7 @@
"version": "1.0"
},
{
"description": "",
"description": "Example network one with check valve.",
"error_msg": null,
"name": "NET1cv",
"output_files": {
@@ -83,7 +204,7 @@
"version": "1.0"
},
{
"description": "",
"description": "Example network one with emitter.",
"error_msg": null,
"name": "NET1emit",
"output_files": {
@@ -94,7 +215,7 @@
"version": "1.0"
},
{
"description": "",
"description": "Network one with emitter and negative pressure condition",
"error_msg": null,
"name": "NET1negemit",
"output_files": {
@@ -105,7 +226,7 @@
"version": "1.0"
},
{
"description": "",
"description": "Network one with steady-state hydraulics and no water quality.",
"error_msg": null,
"name": "NET1np",
"output_files": {
@@ -116,7 +237,7 @@
"version": "1.0"
},
{
"description": "",
"description": "Network one with steady-state hydrulics and no water quality.",
"error_msg": null,
"name": "NET1para",
"output_files": {
@@ -125,6 +246,270 @@
},
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"version": "1.0"
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{
"description": "",
"error_msg": null,
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"output_files": {
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"NW_Model.rpt": "epanet report"
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"passed": true,
"version": "1.0"
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{
"description": "",
"error_msg": null,
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"NW_Model1.rpt": "epanet report"
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"version": "1.0"
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{
"description": "",
"error_msg": null,
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"anytown-3.rpt": "epanet report"
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"passed": true,
"version": "1.0"
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{
"description": "",
"error_msg": null,
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"exnet-3.out": "epanet allclose",
"exnet-3.rpt": "epanet report"
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"passed": true,
"version": "1.0"
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{
"description": "Flow control valve on line between two reservoirs.",
"error_msg": null,
"name": "fcv",
"output_files": {
"fcv.out": "epanet allclose",
"fcv.rpt": "epanet report"
},
"passed": true,
"version": "1.0"
},
{
"description": "Flow control valve between two reservoirs under a no flow condition.",
"error_msg": null,
"name": "fcv-noflow",
"output_files": {
"fcv-noflow.out": "epanet allclose",
"fcv-noflow.rpt": "epanet report"
},
"passed": true,
"version": "1.0"
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{
"description": "Variation of flow control valve on line between two reservoirs.",
"error_msg": null,
"name": "fcv2",
"output_files": {
"fcv2.out": "epanet allclose",
"fcv2.rpt": "epanet report"
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"passed": true,
"version": "1.0"
},
{
"description": "",
"error_msg": null,
"name": "gestar1",
"output_files": {
"gestar1.out": "epanet allclose",
"gestar1.rpt": "epanet report"
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"passed": true,
"version": "1.0"
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{
"description": "",
"error_msg": null,
"name": "gestar1mod",
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"gestar1mod.out": "epanet allclose",
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"passed": true,
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{
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{
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"passed": true,
"version": "1.0"
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{
"description": "",
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{
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{
"description": "",
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"output_files": {
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"noflow.rpt": "epanet report"
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"passed": true,
"version": "1.0"
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{
"description": "",
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"name": "sampletown",
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{
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{
"description": "",
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{
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{
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{
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{
"description": "",
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@@ -0,0 +1,34 @@
Page 1 Fri Mar 23 14:48:39 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:39 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.985507
Trial 2: relative flow change = 0.391213
Pipe 142 switched from open to closed
Pipe 143 switched from open to closed
Trial 3: relative flow change = 0.505790
Trial 4: relative flow change = 0.035713
Trial 5: relative flow change = 0.006044
Trial 6: relative flow change = 0.001067
Trial 7: relative flow change = 0.000099
0:00:00: Balanced after 7 trials
0:00:00: Reservoir 40 is emptying
0:00:00: Tank 41 is closed at 10.00 ft
0:00:00: Tank 42 is closed at 10.00 ft
0:00:00: Pipe 142 temporarily closed
0:00:00: Pipe 143 temporarily closed
WARNING: Negative pressures at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:39 2018

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@@ -0,0 +1,26 @@
Page 1 Fri Mar 23 14:48:39 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:39 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.988142
Trial 2: relative flow change = 0.387661
Trial 3: relative flow change = 0.090284
Trial 4: relative flow change = 0.011766
Trial 5: relative flow change = 0.000595
0:00:00: Balanced after 5 trials
0:00:00: Reservoir 40 is emptying
0:00:00: Tank 41 is emptying at 11.00 ft
0:00:00: Tank 42 is emptying at 11.00 ft
Analysis ended Fri Mar 23 14:48:39 2018

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@@ -0,0 +1,26 @@
Page 1 Fri Mar 23 14:48:39 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:39 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.963369
Trial 2: relative flow change = 0.927544
Trial 3: relative flow change = 0.519465
Trial 4: relative flow change = 0.123703
Trial 5: relative flow change = 0.006485
Trial 6: relative flow change = 0.000018
0:00:00: Balanced after 6 trials
0:00:00: Reservoir R1 is emptying
0:00:00: Reservoir R2 is filling
Analysis ended Fri Mar 23 14:48:39 2018

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Page 1 Fri Mar 23 14:48:40 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:40 2018
Analysis ended Fri Mar 23 14:48:40 2018

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Page 1 Fri Mar 23 14:48:40 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
EPANET Example Network 3
Example showing how the percent of Lake water in a dual-source
system changes over time.
Input Data File ................... simplenet.inp
Number of Junctions................ 2
Number of Reservoirs............... 1
Number of Tanks ................... 0
Number of Pipes ................... 2
Number of Pumps ................... 0
Number of Valves .................. 0
Headloss Formula .................. Hazen-Williams
Hydraulic Timestep ................ 5.00 min
Hydraulic Accuracy ................ 0.001000
Status Check Frequency ............ 2
Maximum Trials Checked ............ 10
Damping Limit Threshold ........... 0.000000
Maximum Trials .................... 40
Quality Analysis .................. Trace From Node reservoir
Water Quality Time Step ........... 5.00 min
Water Quality Tolerance ........... 0.01 % from
Specific Gravity .................. 1.00
Relative Kinematic Viscosity ...... 1.00
Relative Chemical Diffusivity ..... 1.00
Demand Multiplier ................. 1.00
Total Duration .................... 1440.00 min
Reporting Criteria:
No Nodes
No Links
Analysis begun Fri Mar 23 14:48:40 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balanced after 2 trials
0:00:00: Reservoir reservoir is emptying
0:05:00: Balanced after 1 trials
0:10:00: Balanced after 1 trials
0:15:00: Balanced after 1 trials
0:20:00: Balanced after 1 trials
0:25:00: Balanced after 1 trials
0:30:00: Balanced after 1 trials
0:35:00: Balanced after 1 trials
0:40:00: Balanced after 1 trials
0:45:00: Balanced after 1 trials
0:50:00: Balanced after 1 trials
0:55:00: Balanced after 1 trials
1:00:00: Balanced after 1 trials
1:05:00: Balanced after 1 trials
1:10:00: Balanced after 1 trials
1:15:00: Balanced after 1 trials
1:20:00: Balanced after 1 trials
1:25:00: Balanced after 1 trials
1:30:00: Balanced after 1 trials
1:35:00: Balanced after 1 trials
1:40:00: Balanced after 1 trials
1:45:00: Balanced after 1 trials
1:50:00: Balanced after 1 trials
1:55:00: Balanced after 1 trials
2:00:00: Balanced after 1 trials
2:05:00: Balanced after 1 trials
2:10:00: Balanced after 1 trials
2:15:00: Balanced after 1 trials
2:20:00: Balanced after 1 trials
2:25:00: Balanced after 1 trials
2:30:00: Balanced after 1 trials
2:35:00: Balanced after 1 trials
2:40:00: Balanced after 1 trials
2:45:00: Balanced after 1 trials
2:50:00: Balanced after 1 trials
2:55:00: Balanced after 1 trials
3:00:00: Balanced after 1 trials
3:05:00: Balanced after 1 trials
3:10:00: Balanced after 1 trials
3:15:00: Balanced after 1 trials
3:20:00: Balanced after 1 trials
3:25:00: Balanced after 1 trials
3:30:00: Balanced after 1 trials
3:35:00: Balanced after 1 trials
3:40:00: Balanced after 1 trials
3:45:00: Balanced after 1 trials
3:50:00: Balanced after 1 trials
3:55:00: Balanced after 1 trials
4:00:00: Balanced after 1 trials
4:05:00: Balanced after 1 trials
4:10:00: Balanced after 1 trials
4:15:00: Balanced after 1 trials
4:20:00: Balanced after 1 trials
4:25:00: Balanced after 1 trials
4:30:00: Balanced after 1 trials
4:35:00: Balanced after 1 trials
4:40:00: Balanced after 1 trials
4:45:00: Balanced after 1 trials
4:50:00: Balanced after 1 trials
4:55:00: Balanced after 1 trials
5:00:00: Balanced after 1 trials
5:05:00: Balanced after 1 trials
5:10:00: Balanced after 1 trials
5:15:00: Balanced after 1 trials
5:20:00: Balanced after 1 trials
5:25:00: Balanced after 1 trials
5:30:00: Balanced after 1 trials
5:35:00: Balanced after 1 trials
5:40:00: Balanced after 1 trials
5:45:00: Balanced after 1 trials
5:50:00: Balanced after 1 trials
5:55:00: Balanced after 1 trials
6:00:00: Balanced after 1 trials
6:05:00: Balanced after 1 trials
6:10:00: Balanced after 1 trials
6:15:00: Balanced after 1 trials
6:20:00: Balanced after 1 trials
6:25:00: Balanced after 1 trials
6:30:00: Balanced after 1 trials
6:35:00: Balanced after 1 trials
6:40:00: Balanced after 1 trials
6:45:00: Balanced after 1 trials
6:50:00: Balanced after 1 trials
6:55:00: Balanced after 1 trials
7:00:00: Balanced after 1 trials
7:05:00: Balanced after 1 trials
7:10:00: Balanced after 1 trials
7:15:00: Balanced after 1 trials
7:20:00: Balanced after 1 trials
7:25:00: Balanced after 1 trials
7:30:00: Balanced after 1 trials
7:35:00: Balanced after 1 trials
7:40:00: Balanced after 1 trials
7:45:00: Balanced after 1 trials
7:50:00: Balanced after 1 trials
7:55:00: Balanced after 1 trials
8:00:00: Balanced after 1 trials
8:05:00: Balanced after 1 trials
8:10:00: Balanced after 1 trials
8:15:00: Balanced after 1 trials
8:20:00: Balanced after 1 trials
8:25:00: Balanced after 1 trials
8:30:00: Balanced after 1 trials
8:35:00: Balanced after 1 trials
8:40:00: Balanced after 1 trials
8:45:00: Balanced after 1 trials
8:50:00: Balanced after 1 trials
8:55:00: Balanced after 1 trials
9:00:00: Balanced after 1 trials
9:05:00: Balanced after 1 trials
9:10:00: Balanced after 1 trials
9:15:00: Balanced after 1 trials
9:20:00: Balanced after 1 trials
9:25:00: Balanced after 1 trials
9:30:00: Balanced after 1 trials
9:35:00: Balanced after 1 trials
9:40:00: Balanced after 1 trials
9:45:00: Balanced after 1 trials
9:50:00: Balanced after 1 trials
9:55:00: Balanced after 1 trials
10:00:00: Balanced after 1 trials
10:05:00: Balanced after 1 trials
10:10:00: Balanced after 1 trials
10:15:00: Balanced after 1 trials
10:20:00: Balanced after 1 trials
10:25:00: Balanced after 1 trials
10:30:00: Balanced after 1 trials
10:35:00: Balanced after 1 trials
10:40:00: Balanced after 1 trials
10:45:00: Balanced after 1 trials
10:50:00: Balanced after 1 trials
10:55:00: Balanced after 1 trials
11:00:00: Balanced after 1 trials
11:05:00: Balanced after 1 trials
11:10:00: Balanced after 1 trials
11:15:00: Balanced after 1 trials
11:20:00: Balanced after 1 trials
11:25:00: Balanced after 1 trials
11:30:00: Balanced after 1 trials
11:35:00: Balanced after 1 trials
11:40:00: Balanced after 1 trials
11:45:00: Balanced after 1 trials
11:50:00: Balanced after 1 trials
11:55:00: Balanced after 1 trials
12:00:00: Balanced after 1 trials
12:05:00: Balanced after 1 trials
12:10:00: Balanced after 1 trials
12:15:00: Balanced after 1 trials
12:20:00: Balanced after 1 trials
12:25:00: Balanced after 1 trials
12:30:00: Balanced after 1 trials
12:35:00: Balanced after 1 trials
12:40:00: Balanced after 1 trials
12:45:00: Balanced after 1 trials
12:50:00: Balanced after 1 trials
12:55:00: Balanced after 1 trials
13:00:00: Balanced after 1 trials
13:05:00: Balanced after 1 trials
13:10:00: Balanced after 1 trials
13:15:00: Balanced after 1 trials
13:20:00: Balanced after 1 trials
13:25:00: Balanced after 1 trials
13:30:00: Balanced after 1 trials
13:35:00: Balanced after 1 trials
13:40:00: Balanced after 1 trials
13:45:00: Balanced after 1 trials
13:50:00: Balanced after 1 trials
13:55:00: Balanced after 1 trials
14:00:00: Balanced after 1 trials
14:05:00: Balanced after 1 trials
14:10:00: Balanced after 1 trials
14:15:00: Balanced after 1 trials
14:20:00: Balanced after 1 trials
14:25:00: Balanced after 1 trials
14:30:00: Balanced after 1 trials
14:35:00: Balanced after 1 trials
14:40:00: Balanced after 1 trials
14:45:00: Balanced after 1 trials
14:50:00: Balanced after 1 trials
14:55:00: Balanced after 1 trials
15:00:00: Balanced after 1 trials
15:05:00: Balanced after 1 trials
15:10:00: Balanced after 1 trials
15:15:00: Balanced after 1 trials
15:20:00: Balanced after 1 trials
15:25:00: Balanced after 1 trials
15:30:00: Balanced after 1 trials
15:35:00: Balanced after 1 trials
15:40:00: Balanced after 1 trials
15:45:00: Balanced after 1 trials
15:50:00: Balanced after 1 trials
15:55:00: Balanced after 1 trials
16:00:00: Balanced after 1 trials
16:05:00: Balanced after 1 trials
16:10:00: Balanced after 1 trials
16:15:00: Balanced after 1 trials
16:20:00: Balanced after 1 trials
16:25:00: Balanced after 1 trials
16:30:00: Balanced after 1 trials
16:35:00: Balanced after 1 trials
16:40:00: Balanced after 1 trials
16:45:00: Balanced after 1 trials
16:50:00: Balanced after 1 trials
16:55:00: Balanced after 1 trials
17:00:00: Balanced after 1 trials
17:05:00: Balanced after 1 trials
17:10:00: Balanced after 1 trials
17:15:00: Balanced after 1 trials
17:20:00: Balanced after 1 trials
17:25:00: Balanced after 1 trials
17:30:00: Balanced after 1 trials
17:35:00: Balanced after 1 trials
17:40:00: Balanced after 1 trials
17:45:00: Balanced after 1 trials
17:50:00: Balanced after 1 trials
17:55:00: Balanced after 1 trials
18:00:00: Balanced after 1 trials
18:05:00: Balanced after 1 trials
18:10:00: Balanced after 1 trials
18:15:00: Balanced after 1 trials
18:20:00: Balanced after 1 trials
18:25:00: Balanced after 1 trials
18:30:00: Balanced after 1 trials
18:35:00: Balanced after 1 trials
18:40:00: Balanced after 1 trials
18:45:00: Balanced after 1 trials
18:50:00: Balanced after 1 trials
18:55:00: Balanced after 1 trials
19:00:00: Balanced after 1 trials
19:05:00: Balanced after 1 trials
19:10:00: Balanced after 1 trials
19:15:00: Balanced after 1 trials
19:20:00: Balanced after 1 trials
19:25:00: Balanced after 1 trials
19:30:00: Balanced after 1 trials
19:35:00: Balanced after 1 trials
19:40:00: Balanced after 1 trials
19:45:00: Balanced after 1 trials
19:50:00: Balanced after 1 trials
19:55:00: Balanced after 1 trials
20:00:00: Balanced after 1 trials
20:05:00: Balanced after 1 trials
20:10:00: Balanced after 1 trials
20:15:00: Balanced after 1 trials
20:20:00: Balanced after 1 trials
20:25:00: Balanced after 1 trials
20:30:00: Balanced after 1 trials
20:35:00: Balanced after 1 trials
20:40:00: Balanced after 1 trials
20:45:00: Balanced after 1 trials
20:50:00: Balanced after 1 trials
20:55:00: Balanced after 1 trials
21:00:00: Balanced after 1 trials
21:05:00: Balanced after 1 trials
21:10:00: Balanced after 1 trials
21:15:00: Balanced after 1 trials
21:20:00: Balanced after 1 trials
21:25:00: Balanced after 1 trials
21:30:00: Balanced after 1 trials
21:35:00: Balanced after 1 trials
21:40:00: Balanced after 1 trials
21:45:00: Balanced after 1 trials
21:50:00: Balanced after 1 trials
21:55:00: Balanced after 1 trials
22:00:00: Balanced after 1 trials
22:05:00: Balanced after 1 trials
22:10:00: Balanced after 1 trials
22:15:00: Balanced after 1 trials
22:20:00: Balanced after 1 trials
22:25:00: Balanced after 1 trials
22:30:00: Balanced after 1 trials
22:35:00: Balanced after 1 trials
22:40:00: Balanced after 1 trials
22:45:00: Balanced after 1 trials
22:50:00: Balanced after 1 trials
22:55:00: Balanced after 1 trials
23:00:00: Balanced after 1 trials
23:05:00: Balanced after 1 trials
23:10:00: Balanced after 1 trials
23:15:00: Balanced after 1 trials
23:20:00: Balanced after 1 trials
23:25:00: Balanced after 1 trials
23:30:00: Balanced after 1 trials
23:35:00: Balanced after 1 trials
23:40:00: Balanced after 1 trials
23:45:00: Balanced after 1 trials
23:50:00: Balanced after 1 trials
23:55:00: Balanced after 1 trials
24:00:00: Balanced after 1 trials
Analysis ended Fri Mar 23 14:48:40 2018

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Page 1 Fri Mar 23 14:48:40 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:40 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.892654
Trial 2: relative flow change = 1.072474
PRV 5 switched from active to closed
FCV 4 switched from active to open
Trial 3: relative flow change = 77.341455
Trial 4: relative flow change = 0.000004
0:00:00: Balanced after 4 trials
0:00:00: Reservoir 1 is closed
0:00:00: Reservoir 6 is closed
0:00:00: FCV 4 open but cannot deliver flow
0:00:00: PRV 5 closed
WARNING: FCV 4 open but cannot deliver flow at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:40 2018

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Page 1 Fri Mar 23 14:48:40 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:40 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.928415
Trial 2: relative flow change = 1.072474
PRV 5 switched from active to closed
FCV 4 switched from active to open
Trial 3: relative flow change = 77.341455
Trial 4: relative flow change = 0.000004
0:00:00: Balanced after 4 trials
0:00:00: Reservoir 1 is closed
0:00:00: Reservoir 6 is closed
0:00:00: FCV 4 open but cannot deliver flow
0:00:00: PRV 5 closed
WARNING: FCV 4 open but cannot deliver flow at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:40 2018

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Page 1 Fri Mar 23 14:48:40 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:40 2018
WARNING: Pump 10 closed because cannot deliver head at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:40 2018

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Page 1 Fri Mar 23 14:48:40 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:40 2018
WARNING: Pump 10 closed because cannot deliver head at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:40 2018

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Page 1 Fri Mar 23 14:48:41 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:41 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.823588
Trial 2: relative flow change = 0.725899
Trial 3: relative flow change = 0.412026
Trial 4: relative flow change = 0.128355
Trial 5: relative flow change = 0.020158
Trial 6: relative flow change = 0.002123
Trial 7: relative flow change = 0.000206
0:00:00: Balanced after 7 trials
0:00:00: Reservoir 1 is emptying
0:00:00: Reservoir 32 is filling
WARNING: Negative pressures at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:41 2018

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Page 1 Fri Mar 23 14:48:40 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:40 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.823588
Trial 2: relative flow change = 0.725899
Trial 3: relative flow change = 0.412026
Trial 4: relative flow change = 0.128355
Trial 5: relative flow change = 0.020158
Trial 6: relative flow change = 0.002123
0:00:00: Balanced after 6 trials
0:00:00: Reservoir 1 is emptying
0:00:00: Reservoir 32 is filling
WARNING: Negative pressures at 0:00:00 hrs.
Analysis ended Fri Mar 23 14:48:40 2018

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Page 1 Fri Mar 23 14:48:41 2018
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:41 2018
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 1.313341
Trial 2: relative flow change = 0.393364
Trial 3: relative flow change = 0.028807
Trial 4: relative flow change = 0.000312
Trial 5: relative flow change = 0.000000
0:00:00: Balanced after 5 trials
0:00:00: Reservoir 1 is emptying
Analysis ended Fri Mar 23 14:48:41 2018

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******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.00.12 *
******************************************************************
Analysis begun Fri Mar 23 14:48:41 2018
Analysis ended Fri Mar 23 14:48:41 2018