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Page 1 Tue Sep 15 21:23:01 2015
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.1 *
******************************************************************
EPANET Example Network 1
A simple example of modeling chlorine decay. Both bulk and
wall reactions are included.
Input Data File ................... D:\Projects\EPANET\vb6\net1.inp
Number of Junctions................ 9
Number of Reservoirs............... 1
Number of Tanks ................... 1
Number of Pipes ................... 12
Number of Pumps ................... 1
Number of Valves .................. 0
Headloss Formula .................. Hazen-Williams
Hydraulic Timestep ................ 1.00 hrs
Hydraulic Accuracy ................ 0.001000
Status Check Frequency ............ 2
Maximum Trials Checked ............ 10
Damping Limit Threshold ........... 0.000000
Maximum Trials .................... 40
Quality Analysis .................. Chlorine
Water Quality Time Step ........... 5.00 min
Water Quality Tolerance ........... 0.01 mg/L
Specific Gravity .................. 1.00
Relative Kinematic Viscosity ...... 1.00
Relative Chemical Diffusivity ..... 1.00
Demand Multiplier ................. 1.00
Total Duration .................... 24.00 hrs
Reporting Criteria:
All Nodes
No Links
Analysis begun Tue Sep 15 21:23:01 2015
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.690854
Trial 2: relative flow change = 0.077250
Trial 3: relative flow change = 0.002773
Trial 4: relative flow change = 0.000007
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 = 0.011341
Trial 2: relative flow change = 0.000052
1:00:00: Balanced after 2 trials
2:00:00: Balancing the network:
Trial 1: relative flow change = 0.083107
Trial 2: relative flow change = 0.001349
Trial 3: relative flow change = 0.000001
2:00:00: Balanced after 3 trials
3:00:00: Balancing the network:
Trial 1: relative flow change = 0.007923
Trial 2: relative flow change = 0.000025
3:00:00: Balanced after 2 trials
4:00:00: Balancing the network:
Trial 1: relative flow change = 0.082149
Trial 2: relative flow change = 0.001073
Trial 3: relative flow change = 0.000001
4:00:00: Balanced after 3 trials
5:00:00: Balancing the network:
Trial 1: relative flow change = 0.004384
Trial 2: relative flow change = 0.000008
5:00:00: Balanced after 2 trials
6:00:00: Balancing the network:
Trial 1: relative flow change = 0.080480
Trial 2: relative flow change = 0.000890
6:00:00: Balanced after 2 trials
7:00:00: Balancing the network:
Trial 1: relative flow change = 0.000842
7:00:00: Balanced after 1 trials
8:00:00: Balancing the network:
Trial 1: relative flow change = 0.080251
Trial 2: relative flow change = 0.000790
8:00:00: Balanced after 2 trials
9:00:00: Balancing the network:
Trial 1: relative flow change = 0.004212
Trial 2: relative flow change = 0.000007
9:00:00: Balanced after 2 trials
10:00:00: Balancing the network:
Trial 1: relative flow change = 0.080121
Trial 2: relative flow change = 0.000890
10:00:00: Balanced after 2 trials
11:00:00: Balancing the network:
Trial 1: relative flow change = 0.007547
Trial 2: relative flow change = 0.000023
11:00:00: Balanced after 2 trials
12:00:00: Balancing the network:
Trial 1: relative flow change = 0.080369
Trial 2: relative flow change = 0.001073
Trial 3: relative flow change = 0.000001
12:00:00: Balanced after 3 trials
12:32:34: Pump 9 changed by Tank 2 control
12:32:34: Balancing the network:
Trial 1: relative flow change = 3.001819
Trial 2: relative flow change = 0.232622
Trial 3: relative flow change = 0.013931
Trial 4: relative flow change = 0.000066
12:32:34: Balanced after 4 trials
12:32:34: Reservoir 9 is closed
12:32:34: Tank 2 is emptying at 140.00 ft
12:32:34: Pump 9 changed from open to closed
13:00:00: Balancing the network:
Trial 1: relative flow change = 0.000000
13:00:00: Balanced after 1 trials
14:00:00: Balancing the network:
Trial 1: relative flow change = 0.250000
Trial 2: relative flow change = 0.000000
14:00:00: Balanced after 2 trials
15:00:00: Balancing the network:
Trial 1: relative flow change = 0.000000
15:00:00: Balanced after 1 trials
16:00:00: Balancing the network:
Trial 1: relative flow change = 0.333333
Trial 2: relative flow change = 0.000000
16:00:00: Balanced after 2 trials
17:00:00: Balancing the network:
Trial 1: relative flow change = 0.000000
17:00:00: Balanced after 1 trials
18:00:00: Balancing the network:
Trial 1: relative flow change = 0.499999
Trial 2: relative flow change = 0.000000
18:00:00: Balanced after 2 trials
19:00:00: Balancing the network:
Trial 1: relative flow change = 0.000000
19:00:00: Balanced after 1 trials
20:00:00: Balancing the network:
Trial 1: relative flow change = 0.333333
Trial 2: relative flow change = 0.000000
20:00:00: Balanced after 2 trials
21:00:00: Balancing the network:
Trial 1: relative flow change = 0.000000
21:00:00: Balanced after 1 trials
22:00:00: Balancing the network:
Trial 1: relative flow change = 0.250000
Trial 2: relative flow change = 0.000000
22:00:00: Balanced after 2 trials
22:41:30: Pump 9 changed by Tank 2 control
22:41:30: Balancing the network:
Trial 1: relative flow change = 1.011567
Trial 2: relative flow change = 1.022185
Pump 9 switched from open to closed
Trial 3: relative flow change = 10.293653
Trial 4: relative flow change = 0.867813
Pump 9 switched from closed to open
Trial 5: relative flow change = 1.022321
Trial 6: relative flow change = 1.000594
Pump 9 switched from open to closed
Trial 7: relative flow change = 5.472268
Trial 8: relative flow change = 1.005555
Pump 9 switched from closed to open
Trial 9: relative flow change = 1.106067
Trial 10: relative flow change = 1.010460
Trial 11: relative flow change = 0.773190
Trial 12: relative flow change = 0.390695
Trial 13: relative flow change = 0.082517
Trial 14: relative flow change = 0.003306
Trial 15: relative flow change = 0.000005
22:41:30: Balanced after 15 trials
22:41:30: Reservoir 9 is emptying
22:41:30: Tank 2 is filling at 110.00 ft
22:41:30: Pump 9 changed from closed to open
23:00:00: Balancing the network:
Trial 1: relative flow change = 0.004433
Trial 2: relative flow change = 0.000008
23:00:00: Balanced after 2 trials
24:00:00: Balancing the network:
Trial 1: relative flow change = 0.082995
Trial 2: relative flow change = 0.002972
Trial 3: relative flow change = 0.000007
24:00:00: Balanced after 3 trials
Node Results at 0:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1004.35 127.54 0.50
11 150.00 985.23 119.26 0.50
12 150.00 970.07 117.02 0.50
13 100.00 968.87 118.67 0.50
21 150.00 971.55 117.66 0.50
22 200.00 969.08 118.76 0.50
23 150.00 968.65 120.74 0.50
31 100.00 967.39 115.86 0.50
32 100.00 965.69 110.79 0.50
9 -1866.18 800.00 0.00 1.00 Reservoir
2 766.18 970.00 52.00 1.00 Tank
Node Results at 1:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1006.77 128.59 1.00
11 150.00 987.98 120.45 0.44
12 150.00 973.14 118.35 0.44
13 100.00 971.92 119.99 0.43
21 150.00 974.50 118.94 0.41
22 200.00 972.11 120.07 0.43
23 150.00 971.69 122.05 0.44
31 100.00 970.36 117.15 0.41
32 100.00 968.69 112.09 0.39
9 -1848.58 800.00 0.00 1.00 Reservoir
2 748.58 973.07 53.33 0.97 Tank
Node Results at 2:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1008.29 129.25 1.00
11 180.00 989.71 121.20 0.86
12 180.00 976.10 119.63 0.79
13 120.00 974.05 120.91 0.37
21 180.00 975.44 119.35 0.37
22 240.00 973.85 120.82 0.37
23 180.00 973.37 122.78 0.39
31 120.00 970.04 117.01 0.33
32 120.00 968.23 111.89 0.30
9 -1837.46 800.00 0.00 1.00 Reservoir
2 517.46 976.07 54.62 0.93 Tank
Node Results at 3:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1009.92 129.96 1.00
11 180.00 991.57 122.01 0.86
12 180.00 978.17 120.53 0.79
13 120.00 976.11 121.80 0.31
21 180.00 977.44 120.21 0.75
22 240.00 975.89 121.71 0.32
23 180.00 975.42 123.67 0.34
31 120.00 972.05 117.88 0.28
32 120.00 970.25 112.76 0.24
9 -1825.38 800.00 0.00 1.00 Reservoir
2 505.38 978.14 55.52 0.91 Tank
Node Results at 4:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1010.67 130.28 1.00
11 210.00 992.42 122.37 0.86
12 210.00 980.17 121.40 0.79
13 140.00 977.08 122.23 0.30
21 210.00 977.24 120.13 0.75
22 280.00 976.29 121.88 0.49
23 210.00 975.76 123.82 0.30
31 140.00 970.32 117.13 0.54
32 140.00 968.23 111.89 0.21
9 -1819.86 800.00 0.00 1.00 Reservoir
2 279.86 980.16 56.40 0.89 Tank
Node Results at 5:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1011.56 130.67 1.00
11 210.00 993.43 122.81 0.86
12 210.00 981.29 121.88 0.78
13 140.00 978.20 122.71 0.58
21 210.00 978.32 120.60 0.75
22 280.00 977.39 122.36 0.60
23 210.00 976.87 124.30 0.25
31 140.00 971.40 117.60 0.56
32 140.00 969.32 112.37 0.18
9 -1813.25 800.00 0.00 1.00 Reservoir
2 273.25 981.28 56.88 0.87 Tank
Node Results at 6:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1011.58 130.67 1.00
11 240.00 993.45 122.82 0.86
12 240.00 982.38 122.35 0.78
13 160.00 978.08 122.66 0.59
21 240.00 977.06 120.05 0.75
22 320.00 976.55 122.00 0.60
23 240.00 975.97 123.91 0.21
31 160.00 968.35 116.28 0.57
32 160.00 965.87 110.87 0.30
9 -1813.13 800.00 0.00 1.00 Reservoir
2 53.13 982.38 57.36 0.85 Tank
Node Results at 7:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1011.75 130.75 1.00
11 240.00 993.65 122.90 0.86
12 240.00 982.59 122.45 0.77
13 160.00 978.29 122.75 0.60
21 240.00 977.27 120.14 0.75
22 320.00 976.76 122.09 0.63
23 240.00 976.18 124.00 0.25
31 160.00 968.56 116.37 0.58
32 160.00 966.08 110.96 0.37
9 -1811.87 800.00 0.00 1.00 Reservoir
2 51.87 982.59 57.45 0.84 Tank
Node Results at 8:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1012.76 131.19 1.00
11 210.00 994.80 123.40 0.86
12 210.00 982.81 122.54 0.77
13 140.00 979.70 123.36 0.61
21 210.00 979.79 121.23 0.75
22 280.00 978.88 123.01 0.63
23 210.00 978.36 124.95 0.34
31 140.00 972.87 118.24 0.58
32 140.00 970.80 113.00 0.39
9 -1804.29 800.00 0.00 1.00 Reservoir
2 264.29 982.80 57.54 0.82 Tank
Node Results at 9:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1013.60 131.55 1.00
11 210.00 995.76 123.82 0.86
12 210.00 983.86 123.00 0.78
13 140.00 980.75 123.82 0.59
21 210.00 980.81 121.67 0.75
22 280.00 979.92 123.46 0.60
23 210.00 979.40 125.40 0.37
31 140.00 973.90 118.68 0.57
32 140.00 971.83 113.45 0.38
9 -1798.00 800.00 0.00 1.00 Reservoir
2 258.00 983.86 58.00 0.80 Tank
Node Results at 10:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1015.26 132.27 1.00
11 180.00 997.65 124.64 0.86
12 180.00 984.92 123.45 0.78
13 120.00 982.82 124.71 0.58
21 180.00 983.94 123.03 0.75
22 240.00 982.54 124.59 0.59
23 180.00 982.08 126.56 0.37
31 120.00 978.59 120.71 0.56
32 120.00 976.83 115.62 0.36
9 -1785.48 800.00 0.00 1.00 Reservoir
2 465.48 984.89 58.45 0.79 Tank
Node Results at 11:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1016.73 132.91 1.00
11 180.00 999.32 125.36 0.86
12 180.00 986.78 124.26 0.78
13 120.00 984.67 125.51 0.56
21 180.00 985.74 123.81 0.74
22 240.00 984.38 125.39 0.57
23 180.00 983.92 127.36 0.37
31 120.00 980.39 121.49 0.55
32 120.00 978.65 116.40 0.35
9 -1774.30 800.00 0.00 1.00 Reservoir
2 454.30 986.75 59.25 0.77 Tank
Node Results at 12:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1018.99 133.89 1.00
11 150.00 1001.90 126.48 0.86
12 150.00 988.62 125.06 0.78
13 100.00 987.34 126.67 0.55
21 150.00 989.42 125.41 0.74
22 200.00 987.44 126.72 0.57
23 150.00 987.04 128.71 0.36
31 100.00 985.38 123.65 0.54
32 100.00 983.83 118.65 0.33
9 -1757.04 800.00 0.00 1.00 Reservoir
2 657.04 988.57 60.04 0.75 Tank
Node Results at 13:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 986.31 119.73 0.99
11 150.00 986.31 119.73 0.79
12 150.00 987.85 124.73 0.74
13 100.00 985.44 125.85 0.55
21 150.00 983.42 122.81 0.71
22 200.00 983.81 125.14 0.61
23 150.00 983.68 127.25 0.33
31 100.00 979.90 121.28 0.52
32 100.00 979.02 116.57 0.32
9 0.00 800.00 0.00 1.00 Reservoir
2 -1100.00 987.99 59.79 0.74 Tank
Node Results at 14:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 982.48 118.06 0.97
11 120.00 982.48 118.06 0.68
12 120.00 983.49 122.84 0.72
13 80.00 981.90 124.31 0.55
21 120.00 980.56 121.57 0.62
22 160.00 980.82 123.84 0.61
23 120.00 980.73 125.98 0.32
31 80.00 978.23 120.56 0.51
32 80.00 977.65 115.97 0.30
9 0.00 800.00 0.00 1.00 Reservoir
2 -880.00 983.58 57.88 0.72 Tank
Node Results at 15:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 978.95 116.54 0.95
11 120.00 978.95 116.54 0.56
12 120.00 979.97 121.31 0.70
13 80.00 978.37 122.79 0.52
21 120.00 977.04 120.04 0.54
22 160.00 977.29 122.32 0.58
23 120.00 977.21 124.45 0.32
31 80.00 974.71 119.03 0.47
32 80.00 974.13 114.45 0.31
9 0.00 800.00 0.00 1.00 Reservoir
2 -880.00 980.06 56.35 0.71 Tank
Node Results at 16:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 975.88 115.21 0.93
11 90.00 975.88 115.21 0.55
12 90.00 976.48 119.80 0.69
13 60.00 975.55 121.56 0.49
21 90.00 974.76 119.05 0.46
22 120.00 974.91 121.29 0.56
23 90.00 974.86 123.43 0.31
31 60.00 973.39 118.46 0.41
32 60.00 973.05 113.98 0.31
9 0.00 800.00 0.00 1.00 Reservoir
2 -660.00 976.53 54.83 0.69 Tank
Node Results at 17:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 973.24 114.06 0.91
11 90.00 973.24 114.06 0.52
12 90.00 973.84 118.65 0.67
13 60.00 972.90 120.42 0.47
21 90.00 972.12 117.91 0.39
22 120.00 972.27 120.14 0.53
23 90.00 972.22 122.29 0.30
31 60.00 970.75 117.32 0.35
32 60.00 970.41 112.83 0.27
9 0.00 800.00 0.00 1.00 Reservoir
2 -660.00 973.89 53.68 0.68 Tank
Node Results at 18:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 970.94 113.07 0.89
11 60.00 970.94 113.07 0.50
12 60.00 971.22 117.52 0.66
13 40.00 970.78 119.50 0.45
21 60.00 970.41 117.17 0.34
22 80.00 970.48 119.37 0.51
23 60.00 970.46 121.52 0.28
31 40.00 969.77 116.89 0.30
32 40.00 969.60 112.49 0.25
9 0.00 800.00 0.00 1.00 Reservoir
2 -440.00 971.25 52.54 0.66 Tank
Node Results at 19:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 969.18 112.30 0.87
11 60.00 969.18 112.30 0.47
12 60.00 969.46 116.76 0.65
13 40.00 969.02 118.73 0.42
21 60.00 968.65 116.41 0.31
22 80.00 968.72 118.60 0.49
23 60.00 968.70 120.76 0.26
31 40.00 968.00 116.13 0.26
32 40.00 967.84 111.72 0.23
9 0.00 800.00 0.00 1.00 Reservoir
2 -440.00 969.49 51.77 0.65 Tank
Node Results at 20:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 967.07 111.39 0.85
11 90.00 967.07 111.39 0.45
12 90.00 967.67 115.98 0.63
13 60.00 966.74 117.74 0.40
21 90.00 965.95 115.24 0.29
22 120.00 966.10 117.47 0.46
23 90.00 966.05 119.61 0.25
31 60.00 964.58 114.64 0.23
32 60.00 964.24 110.16 0.21
9 0.00 800.00 0.00 1.00 Reservoir
2 -660.00 967.72 51.01 0.64 Tank
Node Results at 21:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 964.43 110.25 0.83
11 90.00 964.43 110.25 0.44
12 90.00 965.03 114.84 0.62
13 60.00 964.09 116.60 0.39
21 90.00 963.31 114.09 0.29
22 120.00 963.46 116.32 0.45
23 90.00 963.41 118.47 0.23
31 60.00 961.94 113.50 0.19
32 60.00 961.60 109.02 0.20
9 0.00 800.00 0.00 1.00 Reservoir
2 -660.00 965.08 49.86 0.62 Tank
Node Results at 22:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 961.33 108.90 0.82
11 120.00 961.33 108.90 0.43
12 120.00 962.35 113.67 0.61
13 80.00 960.76 115.15 0.38
21 120.00 959.42 112.41 0.29
22 160.00 959.67 114.68 0.46
23 120.00 959.59 116.81 0.22
31 80.00 957.09 111.40 0.17
32 80.00 956.51 106.81 0.19
9 0.00 800.00 0.00 1.00 Reservoir
2 -880.00 962.44 48.72 0.61 Tank
Node Results at 23:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 998.30 124.92 1.00
11 120.00 978.35 116.28 0.69
12 120.00 961.40 113.26 0.50
13 80.00 960.84 115.19 0.40
21 120.00 964.86 114.76 0.32
22 160.00 961.22 115.35 0.40
23 120.00 960.83 117.35 0.23
31 80.00 961.63 113.37 0.18
32 80.00 959.78 108.23 0.16
9 -1909.42 800.00 0.00 1.00 Reservoir
2 1029.42 961.28 48.22 0.60 Tank
Node Results at 24:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Chlorine
Node gpm ft psi mg/L
--------------------------------------------------------
10 0.00 1000.72 125.97 1.00
11 150.00 981.10 117.47 0.87
12 150.00 965.48 115.03 0.64
13 100.00 964.30 116.69 0.38
21 150.00 967.12 115.74 0.60
22 200.00 964.53 116.79 0.26
23 150.00 964.09 118.76 0.25
31 100.00 962.94 113.93 0.19
32 100.00 961.19 108.84 0.15
9 -1892.24 800.00 0.00 1.00 Reservoir
2 792.24 965.40 50.00 0.59 Tank
Analysis ended Tue Sep 15 21:23:01 2015