  Page 1                                    Mon Feb  2 20:22:06 2026

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  *                           E P A N E T                          *
  *                   Hydraulic and Water Quality                  *
  *                   Analysis for Pipe Networks                   *
  *                          Version 2.3.03                        *
  ******************************************************************
  
  Analysis begun Mon Feb  2 20:22:10 2026

   
  Hydraulic Status:
  -----------------------------------------------------------------------
     0:00:00: Pump ~@Pump-9 changed by Tank T-4 control
     0:00:00: Balancing the network:

              Trial  1: relative flow change = 53.169225
              PRV ~@RV-4 switched from active to closed
              Trial  2: relative flow change = 0.658903
              PRV ~@RV-1 switched from active to closed
              PRV ~@RV-4 switched from closed to active
              PRV ~@RV-5 switched from active to open
              Trial  3: relative flow change = 0.266259
              PRV ~@RV-4 switched from active to open
              PRV ~@RV-5 switched from open to active
              Trial  4: relative flow change = 0.094111
              Trial  5: relative flow change = 0.020573
              Trial  6: relative flow change = 0.002209
              Pump ~@Pump-11 switched from open to closed
              Trial  7: relative flow change = 0.000201
              Trial  8: relative flow change = 0.000049
                        maximum  flow change = 1.7532 for Link ~@Pump-9
                        maximum  head error  = 0.0001 for Link P-173

     0:00:00: Balanced after 8 trials
     0:00:00: Reservoir R-1 is filling
     0:00:00: Reservoir R-2 is emptying
     0:00:00: Tank T-1 is filling at 140.78 ft
     0:00:00: Tank T-10 is emptying at 179.16 ft
     0:00:00: Tank T-11 is filling at 101.61 ft
     0:00:00: Tank T-12 is filling at 158.36 ft
     0:00:00: Tank T-13 is filling at 70.48 ft
     0:00:00: Tank T-2 is filling at 82.67 ft
     0:00:00: Tank T-3 is emptying at 67.79 ft
     0:00:00: Tank T-4 is emptying at 84.61 ft
     0:00:00: Tank T-5 is filling at 134.36 ft
     0:00:00: Tank T-6 is filling at 102.72 ft
     0:00:00: Tank T-7 is emptying at 142.29 ft
     0:00:00: Tank T-8 is filling at 121.77 ft
     0:00:00: Tank T-9 is emptying at 148.59 ft
     0:00:00: Pump ~@Pump-11 temporarily closed
     0:00:00: Pump ~@Pump-9 closed
     0:00:00: PRV ~@RV-1 closed
     0:00:00: PRV ~@RV-4 open
   
     0:32:13: Balancing the network:

              Trial  1: relative flow change = 0.109340
              Trial  2: relative flow change = 0.056297
              Trial  3: relative flow change = 0.018383
              Trial  4: relative flow change = 0.004585
              Trial  5: relative flow change = 0.000346
              Trial  6: relative flow change = 0.000003
                        maximum  flow change = 0.2448 for Link P-948
                        maximum  head error  = 0.0000 for Link P-948

     0:32:13: Balanced after 6 trials
     0:32:13: Tank T-8 is emptying at 130.23 ft
     0:32:13: Tank T-9 is filling at 133.60 ft
   
     1:00:00: Balancing the network:

              Trial  1: relative flow change = 0.107073
              Trial  2: relative flow change = 0.070611
              Trial  3: relative flow change = 0.030830
              Trial  4: relative flow change = 0.011049
              Trial  5: relative flow change = 0.002097
              Trial  6: relative flow change = 0.000085
                        maximum  flow change = 9.5644 for Link P-948
                        maximum  head error  = 0.0001 for Link P-948

     1:00:00: Balanced after 6 trials
     1:00:00: Tank T-8 is filling at 124.88 ft
     1:00:00: Tank T-9 is emptying at 142.30 ft
   
     1:31:02: Balancing the network:

              Trial  1: relative flow change = 0.110991
              Trial  2: relative flow change = 0.048633
              Pipe P-1 switched from open to closed
              Trial  3: relative flow change = 0.056850
              Trial  4: relative flow change = 0.007300
              Trial  5: relative flow change = 0.000422
              Trial  6: relative flow change = 0.000002
                        maximum  flow change = 0.1650 for Link P-948
                        maximum  head error  = 0.0000 for Link P-948

     1:31:02: Balanced after 6 trials
     1:31:02: Tank T-8 is emptying at 129.66 ft
     1:31:02: Tank T-9 is filling at 133.59 ft
     1:31:02: Pipe P-1 changed from open to temporarily closed
   
     1:35:09: Balancing the network:

              Trial  1: relative flow change = 0.013696
              Trial  2: relative flow change = 0.000333
              Pipe P-1 switched from closed to open
              Pipe P-10 switched from open to closed
              Trial  3: relative flow change = 0.036040
              PRV ~@RV-2 switched from active to open
              Trial  4: relative flow change = 0.006502
              Trial  5: relative flow change = 0.000123
              Trial  6: relative flow change = 0.000002
                        maximum  flow change = 0.0232 for Link P-562
                        maximum  head error  = 0.0000 for Link P-562

     1:35:09: Balanced after 6 trials
     1:35:09: Tank T-3 is closed at 61.79 ft
     1:35:09: Pipe P-1 changed from temporarily closed to open
     1:35:09: Pipe P-10 changed from open to temporarily closed
     1:35:09: PRV ~@RV-2 changed from active to open
   
     2:00:00: Balancing the network:

              Trial  1: relative flow change = 0.101757
              Trial  2: relative flow change = 0.096349
              Trial  3: relative flow change = 0.048360
              Trial  4: relative flow change = 0.020089
              Trial  5: relative flow change = 0.005892
              Trial  6: relative flow change = 0.000657
              Trial  7: relative flow change = 0.000009
                        maximum  flow change = 0.8478 for Link P-948
                        maximum  head error  = 0.0000 for Link P-948

     2:00:00: Balanced after 7 trials
     2:00:00: Tank T-8 is filling at 124.98 ft
     2:00:00: Tank T-9 is emptying at 141.04 ft
   
     2:14:37: Balancing the network:

              Trial  1: relative flow change = 0.055530
              Trial  2: relative flow change = 0.015710
              Pipe P-1030 switched from open to closed
              Trial  3: relative flow change = 0.015759
              Trial  4: relative flow change = 0.002760
              Trial  5: relative flow change = 0.000227
              Trial  6: relative flow change = 0.000003
                        maximum  flow change = 0.0220 for Link P-444
                        maximum  head error  = 0.0000 for Link P-645

     2:14:37: Balanced after 6 trials
     2:14:37: Tank T-10 is filling at 177.65 ft
     2:14:37: Tank T-11 is closed at 106.61 ft
     2:14:37: Tank T-8 is emptying at 126.92 ft
     2:14:37: Tank T-9 is filling at 137.40 ft
     2:14:37: Pipe P-1030 changed from open to temporarily closed
   
     2:33:18: Pump ~@Pump-13 changed by Tank T-1 control
     2:33:18: Balancing the network:

              Trial  1: relative flow change = 0.111158
              Trial  2: relative flow change = 0.029941
              Trial  3: relative flow change = 0.012020
              Trial  4: relative flow change = 0.003127
              Trial  5: relative flow change = 0.000289
              Trial  6: relative flow change = 0.000023
                        maximum  flow change = 1.7950 for Link ~@Pump-13
                        maximum  head error  = 0.0000 for Link P-948

     2:33:18: Balanced after 6 trials
     2:33:18: Tank T-1 is emptying at 143.78 ft
     2:33:18: Tank T-8 is filling at 125.59 ft
     2:33:18: Tank T-9 is emptying at 139.23 ft
     2:33:18: Pump ~@Pump-13 changed from open to closed
   
     3:00:00: Balancing the network:

              Trial  1: relative flow change = 0.110152
              Trial  2: relative flow change = 0.020215
              Trial  3: relative flow change = 0.003513
              Trial  4: relative flow change = 0.000184
              Trial  5: relative flow change = 0.000002
                        maximum  flow change = 0.0561 for Link ~@Pump-13
                        maximum  head error  = 0.0000 for Link P-55

     3:00:00: Balanced after 5 trials
     3:00:00: Tank T-8 is emptying at 127.83 ft
     3:00:00: Tank T-9 is filling at 134.83 ft
   
     3:03:53: Balancing the network:

              Trial  1: relative flow change = 0.017071
              Trial  2: relative flow change = 0.000511
              Pipe P-596 switched from open to closed
              Trial  3: relative flow change = 0.406679
              Trial  4: relative flow change = 0.070820
              Trial  5: relative flow change = 0.009111
              Trial  6: relative flow change = 0.001291
              Trial  7: relative flow change = 0.000339
              Trial  8: relative flow change = 0.000069
                        maximum  flow change = 0.6619 for Link P-327
                        maximum  head error  = 0.0003 for Link P-327

     3:03:53: Balanced after 8 trials
     3:03:53: Tank T-2 is closed at 97.67 ft
     3:03:53: Pipe P-596 changed from open to temporarily closed
   
     3:54:05: Balancing the network:

              Trial  1: relative flow change = 0.249385
              Trial  2: relative flow change = 0.048790
              Trial  3: relative flow change = 0.005611
              Trial  4: relative flow change = 0.000427
              Trial  5: relative flow change = 0.000013
                        maximum  flow change = 0.0475 for Link P-811
                        maximum  head error  = 0.0000 for Link P-205

     3:54:05: Balanced after 5 trials
     3:54:05: Tank T-8 is filling at 121.35 ft
     3:54:05: Tank T-9 is emptying at 144.70 ft
   
     4:00:00: Balancing the network:

              Trial  1: relative flow change = 0.035580
              Trial  2: relative flow change = 0.002382
              Pipe P-678 switched from open to closed
              Trial  3: relative flow change = 0.189195
              Trial  4: relative flow change = 0.024425
              Trial  5: relative flow change = 0.003450
              Trial  6: relative flow change = 0.000178
              Trial  7: relative flow change = 0.000013
                        maximum  flow change = 0.1535 for Link P-347
                        maximum  head error  = 0.0000 for Link P-347

     4:00:00: Balanced after 7 trials
     4:00:00: Tank T-7 is closed at 117.29 ft
     4:00:00: Pipe P-678 changed from open to temporarily closed
   
     4:25:19: Balancing the network:

              Trial  1: relative flow change = 0.106231
              Trial  2: relative flow change = 0.173810
              Trial  3: relative flow change = 0.091676
              Trial  4: relative flow change = 0.038416
              Trial  5: relative flow change = 0.011004
              Trial  6: relative flow change = 0.001142
              Trial  7: relative flow change = 0.000014
                        maximum  flow change = 0.7276 for Link P-948
                        maximum  head error  = 0.0000 for Link P-948

     4:25:19: Balanced after 7 trials
     4:25:19: Tank T-8 is emptying at 127.34 ft
     4:25:19: Tank T-9 is filling at 133.59 ft
   
     5:00:00: Balancing the network:

              Trial  1: relative flow change = 0.105800
              Trial  2: relative flow change = 0.082184
              Trial  3: relative flow change = 0.034471
              Trial  4: relative flow change = 0.008062
              Trial  5: relative flow change = 0.000519
              Trial  6: relative flow change = 0.000003
                        maximum  flow change = 0.1245 for Link P-948
                        maximum  head error  = 0.0000 for Link P-948

     5:00:00: Balanced after 6 trials
     5:00:00: Tank T-8 is filling at 122.01 ft
     5:00:00: Tank T-9 is emptying at 141.81 ft
   
     5:23:40: Balancing the network:

              Trial  1: relative flow change = 0.100818
              Trial  2: relative flow change = 0.089752
              Pipe P-1 switched from open to closed
              Trial  3: relative flow change = 0.194215
              Trial  4: relative flow change = 0.025145
              Trial  5: relative flow change = 0.001911
              Trial  6: relative flow change = 0.000017
                        maximum  flow change = 0.4397 for Link P-948
                        maximum  head error  = 0.0000 for Link P-633

     5:23:40: Balanced after 6 trials
     5:23:40: Tank T-12 is emptying at 159.73 ft
     5:23:40: Tank T-8 is emptying at 126.43 ft
     5:23:40: Tank T-9 is filling at 133.59 ft
     5:23:40: Pipe P-1 changed from open to temporarily closed
   
     6:00:00: Balancing the network:

              Trial  1: relative flow change = 0.146369
              Trial  2: relative flow change = 0.057756
              Pipe P-1 switched from closed to open
              Trial  3: relative flow change = 0.217795
              Trial  4: relative flow change = 0.057256
              Trial  5: relative flow change = 0.004155
              Trial  6: relative flow change = 0.000100
              Trial  7: relative flow change = 0.000001
                        maximum  flow change = 0.0018 for Link P-108
                        maximum  head error  = 0.0000 for Link ~@Pump-10

     6:00:00: Balanced after 7 trials
     6:00:00: Tank T-8 is filling at 121.35 ft
     6:00:00: Tank T-9 is emptying at 142.17 ft
     6:00:00: Pipe P-1 changed from temporarily closed to open
   