Merge branch 'add-test-cases' into dev

tests/epanet-nrtestsuite/.gitignore

@@ -1,3 +1,8 @@
+# Ignore the performance data and logs
+performance.json
+stderr.log
+stdout.log
+
 # Ignore app description files generated for nrtest
 apps/
 

tests/epanet-nrtestsuite/benchmark/epanet-2012/2PRVs-a/2PRVs-a.rpt

@@ -0,0 +1,12 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/2PRVs-aquis/2PRVs-aquis.rpt

@@ -0,0 +1,38 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/2PRVs/2PRVs.rpt

@@ -0,0 +1,12 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/2Tanks/2Tanks.rpt

@@ -0,0 +1,12 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/2fcvs/2fcvs.rpt

@@ -0,0 +1,32 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/57460/57460.rpt

@@ -0,0 +1,37 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/5fcvs/5fcvs.rpt

@@ -0,0 +1,40 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/6848-68nodes/6848-68nodes.rpt

@@ -0,0 +1,24 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/Elhay-ZeroFlow/Elhay-ZeroFlow.rpt

@@ -0,0 +1,23 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_1/example1.rpt

@@ -1,4 +1,4 @@
-  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_1/performance.json

@@ -1,4 +0,0 @@
-{
-    "duration": 0.87,
-    "max_memory_MB": 0.0
-}

tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_2/example2.rpt

@@ -1,4 +1,4 @@
-  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_2/performance.json

@@ -1,4 +0,0 @@
-{
-    "duration": 1.045,
-    "max_memory_MB": 0.0
-}

tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_3/example3.rpt

@@ -1,4 +1,4 @@
-  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/Example_3/performance.json

@@ -1,4 +0,0 @@
-{
-    "duration": 0.246,
-    "max_memory_MB": 0.0
-}

tests/epanet-nrtestsuite/benchmark/epanet-2012/GES4-9/GES4-9.rpt

@@ -0,0 +1,35 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/JEP5-13/JEP5-13.rpt

@@ -0,0 +1,86 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1-3/NET1-3.rpt

@@ -0,0 +1,95 @@
+  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 = 0.763338
+              Trial  2: relative flow change = 0.090158
+              Trial  3: relative flow change = 0.003566
+              Trial  4: relative flow change = 0.000023
+     0:00:00: Balanced after 4 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+   
+     1:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.013863
+              Trial  2: relative flow change = 0.000081
+     1:00:00: Balanced after 2 trials
+   
+     2:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.078226
+              Trial  2: relative flow change = 0.004052
+              Trial  3: relative flow change = 0.000157
+     2:00:00: Balanced after 3 trials
+   
+     3:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.011208
+              Trial  2: relative flow change = 0.000058
+     3:00:00: Balanced after 2 trials
+   
+     4:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.081776
+              Trial  2: relative flow change = 0.001709
+              Trial  3: relative flow change = 0.000017
+     4:00:00: Balanced after 3 trials
+   
+     5:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.007916
+              Trial  2: relative flow change = 0.000024
+     5:00:00: Balanced after 2 trials
+   
+     6:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.079414
+              Trial  2: relative flow change = 0.000909
+     6:00:00: Balanced after 2 trials
+   
+     7:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.004548
+              Trial  2: relative flow change = 0.000008
+     7:00:00: Balanced after 2 trials
+   
+     8:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.075544
+              Trial  2: relative flow change = 0.000607
+     8:00:00: Balanced after 2 trials
+   
+     8:50:33: Pump 9 changed by Tank 2 control
+     8:50:33: Balancing the network:
+              Trial  1: relative flow change = 2.375922
+              Trial  2: relative flow change = 0.228731
+              Trial  3: relative flow change = 0.010863
+              Trial  4: relative flow change = 0.000037
+     8:50:33: Balanced after 4 trials
+     8:50:33: Reservoir 9 is closed
+     8:50:33: Tank 2 is emptying at 140.00 ft
+     8:50:33: Pump 9 changed from open to closed
+   
+     9:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.000000
+     9:00:00: Balanced after 1 trials
+   
+    10:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.166666
+              Trial  2: relative flow change = 0.000000
+    10:00:00: Balanced after 2 trials
+   
+    11:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.000000
+    11:00:00: Balanced after 1 trials
+   
+    12:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.200000
+              Trial  2: relative flow change = 0.000000
+    12:00:00: Balanced after 2 trials
+   
+  Analysis ended Fri Mar 23 14:48:34 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1-PBV/NET1-PBV.rpt

@@ -0,0 +1,24 @@
+  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 = 0.890436
+              Trial  2: relative flow change = 0.179924
+              Trial  3: relative flow change = 0.014661
+              Trial  4: relative flow change = 0.000178
+     0:00:00: Balanced after 4 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+   
+  Analysis ended Fri Mar 23 14:48:34 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1/NET1.rpt

@@ -0,0 +1,24 @@
+  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 = 0.763338
+              Trial  2: relative flow change = 0.090158
+              Trial  3: relative flow change = 0.003566
+              Trial  4: relative flow change = 0.000023
+     0:00:00: Balanced after 4 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+   
+  Analysis ended Fri Mar 23 14:48:34 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1cv/NET1cv.rpt

@@ -0,0 +1,26 @@
+  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 14:48:35 2018
+
+   
+  Hydraulic Status:
+  -----------------------------------------------------------------------
+     0:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.763338
+              Trial  2: relative flow change = 0.090158
+              CV 113p switched from open to closed
+              Trial  3: relative flow change = 0.014114
+              Trial  4: relative flow change = 0.000056
+     0:00:00: Balanced after 4 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+     0:00:00: CV 113p closed
+   
+  Analysis ended Fri Mar 23 14:48:35 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1emit/NET1emit.rpt

@@ -0,0 +1,25 @@
+  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 14:48:35 2018
+
+   
+  Hydraulic Status:
+  -----------------------------------------------------------------------
+     0:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.655886
+              Trial  2: relative flow change = 0.090419
+              Trial  3: relative flow change = 0.017845
+              Trial  4: relative flow change = 0.002265
+              Trial  5: relative flow change = 0.000041
+     0:00:00: Balanced after 5 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+   
+  Analysis ended Fri Mar 23 14:48:35 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1negemit/NET1negemit.rpt

@@ -0,0 +1,28 @@
+  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 14:48:35 2018
+
+   
+  Hydraulic Status:
+  -----------------------------------------------------------------------
+     0:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.672469
+              Trial  2: relative flow change = 0.107028
+              Trial  3: relative flow change = 0.059064
+              Trial  4: relative flow change = 0.138517
+              Trial  5: relative flow change = 0.069771
+              Trial  6: relative flow change = 0.026974
+              Trial  7: relative flow change = 0.006861
+              Trial  8: relative flow change = 0.000313
+     0:00:00: Balanced after 8 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+   
+  Analysis ended Fri Mar 23 14:48:35 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1np/NET1np.rpt

@@ -0,0 +1,26 @@
+  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 14:48:35 2018
+
+   
+  Hydraulic Status:
+  -----------------------------------------------------------------------
+     0:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.990919
+              Trial  2: relative flow change = 0.819513
+              Trial  3: relative flow change = 0.366284
+              Trial  4: relative flow change = 0.063785
+              Trial  5: relative flow change = 0.002237
+              Trial  6: relative flow change = 0.000003
+     0:00:00: Balanced after 6 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+   
+  Analysis ended Fri Mar 23 14:48:35 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1para/NET1para.rpt

@@ -0,0 +1,24 @@
+  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 14:48:35 2018
+
+   
+  Hydraulic Status:
+  -----------------------------------------------------------------------
+     0:00:00: Balancing the network:
+              Trial  1: relative flow change = 0.738152
+              Trial  2: relative flow change = 0.080662
+              Trial  3: relative flow change = 0.002745
+              Trial  4: relative flow change = 0.000004
+     0:00:00: Balanced after 4 trials
+     0:00:00: Reservoir 9 is emptying
+     0:00:00: Tank 2 is filling at 120.00 ft
+   
+  Analysis ended Fri Mar 23 14:48:35 2018

tests/epanet-nrtestsuite/benchmark/epanet-2012/NW_Model/NW_Model.rpt

@@ -0,0 +1,26 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/NW_Model1/NW_Model1.rpt

@@ -0,0 +1,26 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/anytown-3/anytown-3.rpt

@@ -0,0 +1,34 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/exnet-3/exnet-3.rpt

@@ -0,0 +1,14 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv-noflow/fcv-noflow.rpt

@@ -0,0 +1,32 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv/fcv.rpt

@@ -0,0 +1,22 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv2/fcv2.rpt

@@ -0,0 +1,26 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/gestar1/gestar1.rpt

@@ -0,0 +1,41 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/gestar1mod/gestar1mod.rpt

@@ -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

tests/epanet-nrtestsuite/benchmark/epanet-2012/gestar1modHW/gestar1modHW.rpt

@@ -0,0 +1,29 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/hanoi-3/hanoi-3.rpt

@@ -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

tests/epanet-nrtestsuite/benchmark/epanet-2012/manifest.json

@@ -5,6 +5,105 @@
         "version": "2.0.12"
     },
     "Tests": [
+        {
+            "description": "Simple loop network with two pressure reducing valves.",
+            "error_msg": null,
+            "name": "2PRVs",
+            "output_files": {
+                "2PRVs.out": "epanet allclose",
+                "2PRVs.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Another loop network with two pressure reducing valves",
+            "error_msg": null,
+            "name": "2PRVs-a",
+            "output_files": {
+                "2PRVs-a.out": "epanet allclose",
+                "2PRVs-a.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Another variation of a loop network with two pressure reducing valves.",
+            "error_msg": null,
+            "name": "2PRVs-aquis",
+            "output_files": {
+                "2PRVs-aquis.out": "epanet allclose",
+                "2PRVs-aquis.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "2Tanks",
+            "output_files": {
+                "2Tanks.out": "epanet allclose",
+                "2Tanks.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Simple branch network with two flow control valves",
+            "error_msg": null,
+            "name": "2fcvs",
+            "output_files": {
+                "2fcvs.out": "epanet allclose",
+                "2fcvs.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "57460",
+            "output_files": {
+                "57460.out": "epanet allclose",
+                "57460.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Branch network with pump header and five flow control valves.",
+            "error_msg": null,
+            "name": "5fcvs",
+            "output_files": {
+                "5fcvs.out": "epanet allclose",
+                "5fcvs.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "6848-68nodes",
+            "output_files": {
+                "6848-68nodes.out": "epanet allclose",
+                "6848-68nodes.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "Elhay-ZeroFlow",
+            "output_files": {
+                "Elhay-ZeroFlow.out": "epanet allclose",
+                "Elhay-ZeroFlow.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
         {
             "description": "A simple example of modeling chlorine decay",
             "error_msg": null,
@@ -37,6 +136,380 @@
             },
             "passed": true,
             "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "GES4-9",
+            "output_files": {
+                "GES4-9.out": "epanet allclose",
+                "GES4-9.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "JEP5-13",
+            "output_files": {
+                "JEP5-13.out": "epanet allclose",
+                "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",
+                "NET1.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Example network one with control.",
+            "error_msg": null,
+            "name": "NET1-3",
+            "output_files": {
+                "NET1-3.out": "epanet allclose",
+                "NET1-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Network one with pressure breaker valve.",
+            "error_msg": null,
+            "name": "NET1-PBV",
+            "output_files": {
+                "NET1-PBV.out": "epanet allclose",
+                "NET1-PBV.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Example network one with check valve.",
+            "error_msg": null,
+            "name": "NET1cv",
+            "output_files": {
+                "NET1cv.out": "epanet allclose",
+                "NET1cv.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Example network one with emitter.",
+            "error_msg": null,
+            "name": "NET1emit",
+            "output_files": {
+                "NET1emit.out": "epanet allclose",
+                "NET1emit.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Network one with emitter and negative pressure condition",
+            "error_msg": null,
+            "name": "NET1negemit",
+            "output_files": {
+                "NET1negemit.out": "epanet allclose",
+                "NET1negemit.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Network one with steady-state hydraulics and no water quality.",
+            "error_msg": null,
+            "name": "NET1np",
+            "output_files": {
+                "NET1np.out": "epanet allclose",
+                "NET1np.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "Network one with steady-state hydrulics and no water quality.",
+            "error_msg": null,
+            "name": "NET1para",
+            "output_files": {
+                "NET1para.out": "epanet allclose",
+                "NET1para.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "NW_Model",
+            "output_files": {
+                "NW_Model.out": "epanet allclose",
+                "NW_Model.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "NW_Model1",
+            "output_files": {
+                "NW_Model1.out": "epanet allclose",
+                "NW_Model1.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "anytown-3",
+            "output_files": {
+                "anytown-3.out": "epanet allclose",
+                "anytown-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "exnet-3",
+            "output_files": {
+                "exnet-3.out": "epanet allclose",
+                "exnet-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "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"
+        },
+        {
+            "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"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "gestar1",
+            "output_files": {
+                "gestar1.out": "epanet allclose",
+                "gestar1.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "gestar1mod",
+            "output_files": {
+                "gestar1mod.out": "epanet allclose",
+                "gestar1mod.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "gestar1modHW",
+            "output_files": {
+                "gestar1modHW.out": "epanet allclose",
+                "gestar1modHW.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "hanoi-3",
+            "output_files": {
+                "hanoi-3.out": "epanet allclose",
+                "hanoi-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "mod_anytown-3",
+            "output_files": {
+                "mod_anytown-3.out": "epanet allclose",
+                "mod_anytown-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "mod_anytown-3a",
+            "output_files": {
+                "mod_anytown-3a.out": "epanet allclose",
+                "mod_anytown-3a.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "noflow",
+            "output_files": {
+                "noflow.out": "epanet allclose",
+                "noflow.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "sampletown",
+            "output_files": {
+                "sampletown.out": "epanet allclose",
+                "sampletown.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "simplenet",
+            "output_files": {
+                "simplenet.out": "epanet allclose",
+                "simplenet.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "simpson_test",
+            "output_files": {
+                "simpson_test.out": "epanet allclose",
+                "simpson_test.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "simpson_test_2-12",
+            "output_files": {
+                "simpson_test_2-12.out": "epanet allclose",
+                "simpson_test_2-12.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "st-net3",
+            "output_files": {
+                "st-net3.out": "epanet allclose",
+                "st-net3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "st-net3-3",
+            "output_files": {
+                "st-net3-3.out": "epanet allclose",
+                "st-net3-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "test101",
+            "output_files": {
+                "test101.out": "epanet allclose",
+                "test101.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "test101-3",
+            "output_files": {
+                "test101-3.out": "epanet allclose",
+                "test101-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "todinitest",
+            "output_files": {
+                "todinitest.out": "epanet allclose",
+                "todinitest.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
+        },
+        {
+            "description": "",
+            "error_msg": null,
+            "name": "wolf-3",
+            "output_files": {
+                "wolf-3.out": "epanet allclose",
+                "wolf-3.rpt": "epanet report"
+            },
+            "passed": true,
+            "version": "1.0"
         }
     ]
 }

tests/epanet-nrtestsuite/benchmark/epanet-2012/mod_anytown-3/mod_anytown-3.rpt

@@ -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

tests/epanet-nrtestsuite/benchmark/epanet-2012/mod_anytown-3a/mod_anytown-3a.rpt

@@ -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

tests/epanet-nrtestsuite/benchmark/epanet-2012/noflow/noflow.rpt

@@ -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

tests/epanet-nrtestsuite/benchmark/epanet-2012/sampletown/sampletown.rpt

@@ -0,0 +1,12 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/simplenet/simplenet.rpt

@@ -0,0 +1,624 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/simpson_test/simpson_test.rpt

@@ -0,0 +1,30 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/simpson_test_2-12/simpson_test_2-12.rpt

@@ -0,0 +1,30 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/st-net3-3/st-net3-3.rpt

@@ -0,0 +1,14 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/st-net3/st-net3.rpt

@@ -0,0 +1,14 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/test101-3/test101-3.rpt

@@ -0,0 +1,29 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/test101/test101.rpt

@@ -0,0 +1,28 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/todinitest/todinitest.rpt

@@ -0,0 +1,24 @@
+  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

tests/epanet-nrtestsuite/benchmark/epanet-2012/wolf-3/wolf-3.rpt

@@ -0,0 +1,12 @@
+  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
+
+  Analysis ended Fri Mar 23 14:48:41 2018

tests/epanet-nrtestsuite/tests/exeter/anytown-3.inp

@@ -0,0 +1,260 @@
+[TITLE]
+ANYTOWN example
+
+[JUNCTIONS]
+;ID              	Elev        	Demand      	Pattern         
+ 1               	20          	500         	1               	;
+ 2               	50          	200         	1               	;
+ 3               	50          	200         	1               	;
+ 4               	50          	600         	1               	;
+ 5               	80          	600         	1               	;
+ 6               	80          	600         	1               	;
+ 7               	80          	600         	1               	;
+ 8               	80          	400         	1               	;
+ 9               	120         	400         	1               	;
+ 10              	120         	400         	1               	;
+ 11              	120         	400         	1               	;
+ 12              	50          	500         	1               	;
+ 13              	50          	500         	1               	;
+ 14              	50          	500         	1               	;
+ 15              	50          	500         	1               	;
+ 16              	120         	400         	1               	;
+ 17              	120         	1000        	1               	;
+ 18              	50          	500         	1               	;
+ 19              	50          	1000        	1               	;
+ 20              	20          	0           	1               	;
+ 21              	50          	0           	1               	;
+ 22              	120         	0           	1               	;
+
+[RESERVOIRS]
+;ID              	Head        	Pattern         
+ 40              	10          	                	;
+
+[TANKS]
+;ID              	Elevation   	InitLevel   	MinLevel    	MaxLevel    	Diameter    	MinVol      	VolCurve
+ 41              	215         	10          	10          	35          	32.65       	0           	                	;
+ 42              	215         	10          	10          	35          	32.65       	0           	                	;
+
+[PIPES]
+;ID              	Node1           	Node2           	Length      	Diameter    	Roughness   	MinorLoss   	Status
+ 1               	1               	2               	12000       	12          	120         	0           	Open  	;Res
+ 2               	1               	12              	12000       	12          	70          	0           	Open  	;city
+ 3               	1               	13              	12000       	16          	70          	0           	Open  	;city
+ 4               	1               	20              	100         	30          	130         	0           	Open  	;city
+ 5               	2               	3               	6000        	10          	120         	0           	Open  	;Res
+ 6               	2               	4               	9000        	10          	120         	0           	Open  	;Res
+ 7               	2               	13              	9000        	12          	70          	0           	Open  	;Res
+ 8               	2               	14              	6000        	10          	120         	0           	Open  	;Res
+ 9               	3               	4               	6000        	10          	120         	0           	Open  	;Res
+ 11              	4               	8               	12000       	8           	120         	0           	Open  	;Res
+ 12              	4               	15              	6000        	10          	120         	0           	Open  	;Res
+ 17              	8               	9               	12000       	8           	120         	0           	Open  	;Res
+ 18              	8               	15              	6000        	10          	120         	0           	Open  	;Res
+ 19              	8               	16              	6000        	8           	120         	0           	Open  	;Res
+ 20              	8               	17              	6000        	8           	120         	0           	Open  	;Res
+ 21              	9               	10              	6000        	8           	120         	0           	Open  	;Res
+ 22              	10              	11              	6000        	8           	120         	0           	Open  	;Res
+ 23              	10              	17              	6000        	10          	120         	0           	Open  	;Res
+ 24              	11              	12              	6000        	8           	120         	0           	Open  	;Res
+ 26              	12              	17              	6000        	10          	120         	0           	Open  	;Res
+ 27              	12              	18              	6000        	8           	70          	0           	Open  	;city
+ 28              	13              	14              	6000        	12          	70          	0           	Open  	;city
+ 29              	13              	18              	6000        	12          	70          	0           	Open  	;city
+ 30              	13              	19              	6000        	10          	70          	0           	Open  	;city
+ 31              	14              	15              	6000        	12          	70          	0           	Open  	;city
+ 32              	14              	19              	6000        	10          	70          	0           	Open  	;city
+ 33              	14              	21              	100         	12          	120         	0           	Open	;city
+ 34              	15              	16              	6000        	10          	70          	0           	Open  	;city
+ 35              	15              	19              	6000        	10          	70          	0           	Open  	;city
+ 36              	16              	17              	6000        	8           	120         	0           	Open  	;Res
+ 37              	16              	18              	6000        	12          	70          	0           	Open  	;city
+ 38              	16              	19              	6000        	10          	70          	0           	Open  	;city
+ 39              	17              	18              	6000        	8           	120         	0           	Open  	;Res
+ 40              	17              	22              	100         	12          	120         	0           	Open	;Res
+ 41              	18              	19              	6000        	10          	70          	0           	Open  	;city
+ 142             	21              	41              	1           	12          	120         	0           	Open  	;city
+ 143             	22              	42              	1           	12          	120         	0           	Open  	;Res
+ 110             	4               	5               	6000        	12          	130         	0           	Open  	;New
+ 113             	5               	6               	6000        	12          	130         	0           	Open  	;New
+ 114             	6               	7               	6000        	12          	130         	0           	Open  	;New
+ 115             	6               	8               	6000        	12          	130         	0           	Open  	;New
+ 116             	7               	8               	6000        	12          	130         	0           	Open  	;New
+ 125             	11              	17              	9000        	12          	130         	0           	Open  	;New
+
+[PUMPS]
+;ID              	Node1           	Node2           	Parameters
+ 78              	40              	20              	HEAD 2	;
+ 79              	40              	20              	HEAD 2	;
+ 80              	40              	20              	HEAD 2	;
+
+[VALVES]
+;ID              	Node1           	Node2           	Diameter    	Type	Setting     	MinorLoss   
+
+[TAGS]
+
+[DEMANDS]
+;Junction        	Demand      	Pattern         	Category
+
+[STATUS]
+;ID              	Status/Setting
+
+[PATTERNS]
+;ID              	Multipliers
+;Daily water use pattern
+ 1               	1.0         	1.0         	1.0         	0.9         	0.9         	0.9         
+ 1               	0.7         	0.7         	0.7         	0.6         	0.6         	0.6         
+ 1               	1.2         	1.2         	1.2         	1.3         	1.3         	1.3         
+ 1               	1.2         	1.2         	1.2         	1.1         	1.1         	1.1         
+;Daily Operating Pump
+ 2               	0           	0           	0           	0           	0           	0           
+ 2               	0           	0           	0           	0           	0           	0           
+ 2               	0           	0           	0           	0           	0           	0           
+ 2               	0           	0           	0           	0           	0           	0           
+;Daily Alternate Pump
+ 3               	0           	0           	0           	0           	0           	0           
+ 3               	0           	0           	0           	0           	0           	0           
+ 3               	0           	0           	0           	0           	0           	0           
+ 3               	0           	0           	0           	0           	0           	0           
+;Daily Alternate Pump
+ 4               	0           	0           	0           	0           	0           	0           
+ 4               	0           	0           	0           	0           	0           	0           
+ 4               	0           	0           	0           	0           	0           	0           
+ 4               	0           	0           	0           	0           	0           	0           
+
+[CURVES]
+;ID              	X-Value     	Y-Value
+;PUMP: PUMP: ID              	X-Value     	Y-Value
+ 2               	0.          	300         
+ 2               	2000        	292         
+ 2               	4000        	270         
+ 2               	6000        	230         
+ 2               	8000        	181         
+;PUMP: PUMP: ID			flow		efficiency
+ E1              	0.          	0           
+ E1              	2000        	50          
+ E1              	4000        	65          
+ E1              	6000        	55          
+ E1              	8000        	40          
+
+[CONTROLS]
+
+
+[RULES]
+
+
+[ENERGY]
+ Global Efficiency  	75
+ Global Price       	0
+ Demand Charge      	0
+ Pump 	78              	Efficiency	E1
+ Pump 	79              	Efficiency	E1
+ Pump 	80              	Efficiency	E1
+
+[EMITTERS]
+;Junction        	Coefficient
+
+[QUALITY]
+;Node            	InitQual
+
+[SOURCES]
+;Node            	Type        	Quality     	Pattern
+
+[REACTIONS]
+;Type     	Pipe/Tank       	Coefficient
+
+
+[REACTIONS]
+ Order Bulk            	1
+ Order Tank            	1
+ Order Wall            	1
+ Global Bulk           	0
+ Global Wall           	0
+ Limiting Potential    	0
+ Roughness Correlation 	0
+
+[MIXING]
+;Tank            	Model
+
+[TIMES]
+ Duration           	0:00 
+ Hydraulic Timestep 	0:01 
+ Quality Timestep   	0:01 
+ Pattern Timestep   	1:00 
+ Pattern Start      	0:00 
+ Report Timestep    	1:00 
+ Report Start       	0:00 
+ Start ClockTime    	0
+ Statistic          	NONE
+
+[REPORT]
+ Status             	Full
+ Summary            	No
+ Page               	0
+
+[OPTIONS]
+ Units              	GPM
+ Headloss           	H-W
+ Specific Gravity   	1
+ Viscosity          	1
+ Trials             	40
+ Accuracy           	0.001
+ CHECKFREQ          	2
+ MAXCHECK           	10
+ DAMPLIMIT          	0
+ Unbalanced         	Continue 10
+ Pattern            	1
+ Demand Multiplier  	1.8
+ Emitter Exponent   	0.5
+ Quality            	NONE mg/L
+ Diffusivity        	1.0
+ Tolerance          	0.01
+ 
+ ;Head Accuracy         	0.001
+ ;Flow Accuracy          0.45
+ ;Step Sizing            LINESEARCH ;HEURISTIC ;FULL ;  
+ ;Demand Model           LOGISTIC ;FIXED ; ORIFICE ;  PRESSURE_DEFICIENT  ;
+ ;Minimum Pressure       0
+ ;Full Pressure          40
+
+
+[COORDINATES]
+;Node            	X-Coord         	Y-Coord
+ 1               	7682.33         	3371.15         
+ 2               	7633.71         	5737.44         
+ 3               	7520.26         	7293.35         
+ 4               	6175.04         	7568.88         
+ 5               	5591.57         	8460.29         
+ 6               	4100.49         	8071.31         
+ 7               	3192.87         	7763.37         
+ 8               	3321.19         	6696.55         
+ 9               	1305.62         	4850.97         
+ 10              	2317.45         	3588.20         
+ 11              	3701.63         	2892.06         
+ 12              	4846.03         	3354.94         
+ 13              	6450.57         	4424.64         
+ 14              	6466.77         	5769.85         
+ 15              	5094.45         	6482.09         
+ 16              	4017.86         	5615.96         
+ 17              	3005.49         	4292.43         
+ 18              	4846.03         	4440.84         
+ 19              	5332.25         	5332.25         
+ 20              	8306.86         	3369.33         
+ 21              	6094.00         	6499.19         
+ 22              	2422.68         	4519.09         
+ 40              	8700.60         	3371.15         
+ 41              	6094.00         	6600.19         
+ 42              	2422.68         	4700.09         
+
+[VERTICES]
+;Link            	X-Coord         	Y-Coord
+
+[LABELS]
+;X-Coord           Y-Coord          Label & Anchor Node
+
+[BACKDROP]
+ DIMENSIONS     	935.87          	2613.65         	9070.35         	8738.70         
+ UNITS          	None
+ FILE           	
+ OFFSET         	0.00            	0.00            
+
+[END]

tests/epanet-nrtestsuite/tests/exeter/anytown-3.json

@@ -0,0 +1,17 @@
+{
+    "name": "anytown-3",
+    "version": "1.0",
+    "description": "",
+    "args": [
+        "anytown-3.inp",
+        "anytown-3.rpt", 
+        "anytown-3.out"
+    ],
+    "input_files": [
+        "anytown-3.inp"
+    ],
+    "output_files": {
+        "anytown-3.rpt": "epanet report",
+        "anytown-3.out": "epanet allclose"
+    }
+}

tests/epanet-nrtestsuite/tests/exeter/exnet-3.json

@@ -0,0 +1,17 @@
+{
+    "name": "exnet-3",
+    "version": "1.0",
+    "description": "",
+    "args": [
+        "exnet-3.inp",
+        "exnet-3.rpt", 
+        "exnet-3.out"
+    ],
+    "input_files": [
+        "exnet-3.inp"
+    ],
+    "output_files": {
+        "exnet-3.rpt": "epanet report",
+        "exnet-3.out": "epanet allclose"
+    }
+}

tests/epanet-nrtestsuite/tests/exeter/hanoi-3.inp

@@ -0,0 +1,223 @@
+[TITLE]
+Hanoi example by Fujiwara and Khang, Water Resources Research, 1990
+
+[JUNCTIONS]
+;ID              	Elev        	Demand      	Pattern         
+ 2               	0           	890         	                	;
+ 3               	0           	850         	                	;
+ 4               	0           	130         	                	;
+ 5               	0           	725         	                	;
+ 6               	0           	1005        	                	;
+ 7               	0           	1350        	                	;
+ 8               	0           	550         	                	;
+ 9               	0           	525         	                	;
+ 10              	0           	525         	                	;
+ 11              	0           	500         	                	;
+ 12              	0           	560         	                	;
+ 13              	0           	940         	                	;
+ 14              	0           	615         	                	;
+ 15              	0           	280         	                	;
+ 16              	0           	310         	                	;
+ 17              	0           	865         	                	;
+ 18              	0           	1345        	                	;
+ 19              	0           	60          	                	;
+ 20              	0           	1275        	                	;
+ 21              	0           	930         	                	;
+ 22              	0           	485         	                	;
+ 23              	0           	1045        	                	;
+ 24              	0           	820         	                	;
+ 25              	0           	170         	                	;
+ 26              	0           	900         	                	;
+ 27              	0           	370         	                	;
+ 28              	0           	290         	                	;
+ 29              	0           	360         	                	;
+ 30              	0           	360         	                	;
+ 31              	0           	105         	                	;
+ 32              	0           	805         	                	;
+
+[RESERVOIRS]
+;ID              	Head        	Pattern         
+ 1               	100.0       	                	;
+
+[TANKS]
+;ID              	Elevation   	InitLevel   	MinLevel    	MaxLevel    	Diameter    	MinVol      	VolCurve
+
+[PIPES]
+;ID              	Node1           	Node2           	Length      	Diameter    	Roughness   	MinorLoss   	Status
+ 1               	1               	2               	100         	800         	130         	0           	open  	;	
+ 2               	2               	3               	1350        	800         	130         	0           	open  	;
+ 3               	3               	4               	900         	800         	130         	0           	open  	;
+ 4               	4               	5               	1150        	800         	130         	0           	open  	;
+ 5               	5               	6               	1450        	800         	130         	0           	open  	;
+ 6               	6               	7               	450         	800         	130         	0           	open  	;
+ 7               	7               	8               	850         	800         	130         	0           	open  	;
+ 8               	8               	9               	850         	800         	130         	0           	open  	;
+ 9               	9               	10              	800         	800         	130         	0           	open  	;
+ 10              	10              	11              	950         	800         	130         	0           	open  	;
+ 11              	11              	12              	1200        	800         	130         	0           	open  	;
+ 12              	12              	13              	3500        	800         	130         	0           	open  	;
+ 13              	10              	14              	800         	800         	130         	0           	open  	;
+ 14              	14              	15              	500         	800         	130         	0           	open  	;
+ 15              	15              	16              	550         	800         	130         	0           	open  	;
+ 16              	17              	16              	2730        	800         	130         	0           	open  	;
+ 17              	18              	17              	1750        	800         	130         	0           	open  	;
+ 18              	19              	18              	800         	800         	130         	0           	open  	;
+ 19              	3               	19              	400         	800         	130         	0           	open  	;
+ 20              	3               	20              	2200        	800         	130         	0           	open  	;
+ 21              	20              	21              	1500        	800         	130         	0           	open  	;
+ 22              	21              	22              	500         	800         	130         	0           	open  	;
+ 23              	20              	23              	2650        	800         	130         	0           	open  	;
+ 24              	23              	24              	1230        	800         	130         	0           	open  	;
+ 25              	24              	25              	1300        	800         	130         	0           	open  	;
+ 26              	26              	25              	850         	800         	130         	0           	open  	;
+ 27              	27              	26              	300         	800         	130         	0           	open  	;
+ 28              	16              	27              	750         	800         	130         	0           	open  	;
+ 29              	23              	28              	1500        	800         	130         	0           	open  	;
+ 30              	28              	29              	2000        	800         	130         	0           	open  	;
+ 31              	29              	30              	1600        	800         	130         	0           	open  	;
+ 32              	30              	31              	150         	800         	130         	0           	open  	;
+ 33              	32              	31              	860         	800         	130         	0           	open  	;
+ 34              	25              	32              	950         	800         	130         	0           	open  	; 
+
+[PUMPS]
+;ID              	Node1           	Node2           	Parameters
+
+[VALVES]
+;ID              	Node1           	Node2           	Diameter    	Type	Setting     	MinorLoss   
+
+[TAGS]
+
+[DEMANDS]
+;Junction        	Demand      	Pattern         	Category
+
+[STATUS]
+;ID              	Status/Setting
+
+[PATTERNS]
+;ID              	Multipliers
+
+[CURVES]
+;ID              	X-Value     	Y-Value
+
+[CONTROLS]
+
+
+[RULES]
+
+
+[ENERGY]
+ Global Efficiency  	75
+ Global Price       	0
+ Demand Charge      	0
+
+[EMITTERS]
+;Junction        	Coefficient
+
+[QUALITY]
+;Node            	InitQual
+
+[SOURCES]
+;Node            	Type        	Quality     	Pattern
+
+[REACTIONS]
+;Type     	Pipe/Tank       	Coefficient
+
+
+[REACTIONS]
+ Order Bulk            	1
+ Order Tank            	1
+ Order Wall            	1
+ Global Bulk           	0
+ Global Wall           	0
+ Limiting Potential    	0
+ Roughness Correlation 	0
+
+[MIXING]
+;Tank            	Model
+
+[TIMES]
+ Duration           	0:00 
+ Hydraulic Timestep 	1:00 
+ Quality Timestep   	0:05 
+ Pattern Timestep   	1:00 
+ Pattern Start      	0:00 
+ Report Timestep    	1:00 
+ Report Start       	0:00 
+ Start ClockTime    	12 am
+ Statistic          	NONE
+
+[REPORT]
+ Status             	No
+ Summary            	No
+ Page               	0
+
+[OPTIONS]
+ Units               	CMH
+ ;Flow Units           	CMH
+ ;Demand Model           LOGISTIC  ;FIXED  ;PRESSURE_DEFICIENT
+ ;Full Pressure          50
+ ;Minimum Pressure       10
+ Headloss           	H-W
+ Specific Gravity   	1
+ Viscosity          	1
+ Trials             	40
+ Accuracy           	0.001
+ CHECKFREQ          	2
+ MAXCHECK           	10
+ DAMPLIMIT          	0
+ Unbalanced         	Continue 10
+ Pattern            	1
+ Demand Multiplier  	0.75
+ Emitter Exponent   	0.5
+ Quality            	NONE mg/L
+ Diffusivity        	1
+ Tolerance          	0.01
+
+[COORDINATES]
+;Node            	X-Coord         	Y-Coord
+ 2               	5021.20         	1582.17         
+ 3               	5025.20         	2585.42         
+ 4               	5874.22         	2588.30         
+ 5               	6873.11         	2588.30         
+ 6               	8103.51         	2585.42         
+ 7               	8103.51         	3234.67         
+ 8               	8106.66         	4179.28         
+ 9               	8106.66         	5133.78         
+ 10              	7318.64         	5133.78         
+ 11              	7319.94         	5831.65         
+ 12              	7319.94         	6671.19         
+ 13              	5636.76         	6676.24         
+ 14              	6530.63         	5133.78         
+ 15              	5676.02         	5133.78         
+ 16              	5021.20         	5133.78         
+ 17              	5021.20         	4412.36         
+ 18              	5021.20         	3868.52         
+ 19              	5021.20         	3191.49         
+ 20              	3587.87         	2588.30         
+ 21              	3587.87         	1300.84         
+ 22              	3587.87         	901.29          
+ 23              	1978.55         	2588.30         
+ 24              	1975.58         	4084.35         
+ 25              	1980.46         	5137.63         
+ 26              	3077.46         	5137.63         
+ 27              	3933.52         	5133.78         
+ 28              	846.04          	2588.20         
+ 29              	-552.41         	2588.20         
+ 30              	-552.38         	4369.06         
+ 31              	-549.36         	5137.63         
+ 32              	536.45          	5137.63         
+ 1               	5360.71         	1354.05         
+
+[VERTICES]
+;Link            	X-Coord         	Y-Coord
+
+[LABELS]
+;X-Coord           Y-Coord          Label & Anchor Node
+
+[BACKDROP]
+ DIMENSIONS     	-985.92         	612.54          	8551.27         	6964.99         
+ UNITS          	None
+ FILE           	
+ OFFSET         	0.00            	0.00            
+
+[END]

tests/epanet-nrtestsuite/tests/exeter/hanoi-3.json

@@ -0,0 +1,17 @@
+{
+    "name": "hanoi-3",
+    "version": "1.0",
+    "description": "",
+    "args": [
+        "hanoi-3.inp",
+        "hanoi-3.rpt", 
+        "hanoi-3.out"
+    ],
+    "input_files": [
+        "hanoi-3.inp"
+    ],
+    "output_files": {
+        "hanoi-3.rpt": "epanet report",
+        "hanoi-3.out": "epanet allclose"
+    }
+}