Update sample networks
This commit is contained in:
Elad Salomons
178
example-networks/Net1.inp
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178
example-networks/Net1.inp
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@@ -0,0 +1,178 @@
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[TITLE]
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EPANET Example Network 1
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A simple example of modeling chlorine decay. Both bulk and
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wall reactions are included.
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[JUNCTIONS]
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;ID Elev Demand Pattern
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10 710 0 ;
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11 710 150 ;
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12 700 150 ;
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13 695 100 ;
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21 700 150 ;
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22 695 200 ;
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23 690 150 ;
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31 700 100 ;
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32 710 100 ;
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[RESERVOIRS]
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;ID Head Pattern
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9 800 ;
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[TANKS]
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;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
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2 850 120 100 150 50.5 0 ;
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[PIPES]
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;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
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10 10 11 10530 18 100 0 Open ;
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11 11 12 5280 14 100 0 Open ;
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12 12 13 5280 10 100 0 Open ;
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21 21 22 5280 10 100 0 Open ;
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22 22 23 5280 12 100 0 Open ;
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31 31 32 5280 6 100 0 Open ;
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110 2 12 200 18 100 0 Open ;
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111 11 21 5280 10 100 0 Open ;
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112 12 22 5280 12 100 0 Open ;
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113 13 23 5280 8 100 0 Open ;
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121 21 31 5280 8 100 0 Open ;
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122 22 32 5280 6 100 0 Open ;
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[PUMPS]
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;ID Node1 Node2 Parameters
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9 9 10 HEAD 1 ;
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[VALVES]
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;ID Node1 Node2 Diameter Type Setting MinorLoss
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[TAGS]
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[DEMANDS]
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;Junction Demand Pattern Category
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[STATUS]
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;ID Status/Setting
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[PATTERNS]
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;ID Multipliers
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;Demand Pattern
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1 1.0 1.2 1.4 1.6 1.4 1.2
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1 1.0 0.8 0.6 0.4 0.6 0.8
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[CURVES]
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;ID X-Value Y-Value
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;PUMP: Pump Curve for Pump 9
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1 1500 250
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[CONTROLS]
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LINK 9 OPEN IF NODE 2 BELOW 110
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LINK 9 CLOSED IF NODE 2 ABOVE 140
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[RULES]
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[ENERGY]
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Global Efficiency 75
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Global Price 0.0
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Demand Charge 0.0
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[EMITTERS]
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;Junction Coefficient
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[QUALITY]
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;Node InitQual
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10 0.5
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11 0.5
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12 0.5
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13 0.5
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21 0.5
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22 0.5
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23 0.5
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31 0.5
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32 0.5
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9 1.0
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2 1.0
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[SOURCES]
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;Node Type Quality Pattern
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[REACTIONS]
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;Type Pipe/Tank Coefficient
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[REACTIONS]
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Order Bulk 1
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Order Tank 1
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Order Wall 1
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Global Bulk -.5
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Global Wall -1
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Limiting Potential 0.0
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Roughness Correlation 0.0
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[MIXING]
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;Tank Model
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[TIMES]
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Duration 24:00
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Hydraulic Timestep 1:00
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Quality Timestep 0:05
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Pattern Timestep 2:00
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Pattern Start 0:00
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Report Timestep 1:00
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Report Start 0:00
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Start ClockTime 12 am
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Statistic None
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[REPORT]
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Status Yes
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Summary No
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Page 0
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[OPTIONS]
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Units GPM
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Headloss H-W
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Specific Gravity 1.0
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Viscosity 1.0
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Trials 40
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Accuracy 0.001
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CHECKFREQ 2
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MAXCHECK 10
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DAMPLIMIT 0
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Unbalanced Continue 10
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Pattern 1
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Demand Multiplier 1.0
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Emitter Exponent 0.5
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Quality Chlorine mg/L
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Diffusivity 1.0
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Tolerance 0.01
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[COORDINATES]
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;Node X-Coord Y-Coord
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10 20.00 70.00
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11 30.00 70.00
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12 50.00 70.00
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13 70.00 70.00
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21 30.00 40.00
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22 50.00 40.00
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23 70.00 40.00
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31 30.00 10.00
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32 50.00 10.00
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9 10.00 70.00
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2 50.00 90.00
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[VERTICES]
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;Link X-Coord Y-Coord
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[LABELS]
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;X-Coord Y-Coord Label & Anchor Node
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6.99 73.63 "Source"
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13.48 68.13 "Pump"
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43.85 91.21 "Tank"
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[BACKDROP]
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DIMENSIONS 7.00 6.00 73.00 94.00
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UNITS None
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FILE
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OFFSET 0.00 0.00
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[END]
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309
example-networks/Net2.inp
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309
example-networks/Net2.inp
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@@ -0,0 +1,309 @@
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[TITLE]
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EPANET Example Network 2
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Example of modeling a 55-hour fluoride tracer study.
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Measured fluoride data is contained in the file Net2-FL.dat
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and should be registered with the project to produce a
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Calibration Report (select Calibration Data from the Project
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menu).
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[JUNCTIONS]
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;ID Elev Demand Pattern
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1 50 -694.4 2 ;
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2 100 8 ;
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3 60 14 ;
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4 60 8 ;
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5 100 8 ;
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6 125 5 ;
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7 160 4 ;
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8 110 9 ;
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9 180 14 ;
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10 130 5 ;
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11 185 34.78 ;
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12 210 16 ;
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13 210 2 ;
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14 200 2 ;
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15 190 2 ;
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16 150 20 ;
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17 180 20 ;
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18 100 20 ;
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19 150 5 ;
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20 170 19 ;
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21 150 16 ;
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22 200 10 ;
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23 230 8 ;
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24 190 11 ;
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25 230 6 ;
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27 130 8 ;
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28 110 0 ;
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29 110 7 ;
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30 130 3 ;
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31 190 17 ;
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32 110 17 ;
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33 180 1.5 ;
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34 190 1.5 ;
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35 110 0 ;
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36 110 1 ;
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[RESERVOIRS]
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;ID Head Pattern
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[TANKS]
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;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
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26 235 56.7 50 70 50 0 ;
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[PIPES]
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;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
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1 1 2 2400 12 100 0 Open ;
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2 2 5 800 12 100 0 Open ;
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3 2 3 1300 8 100 0 Open ;
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4 3 4 1200 8 100 0 Open ;
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5 4 5 1000 12 100 0 Open ;
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6 5 6 1200 12 100 0 Open ;
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7 6 7 2700 12 100 0 Open ;
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8 7 8 1200 12 140 0 Open ;
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9 7 9 400 12 100 0 Open ;
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10 8 10 1000 8 140 0 Open ;
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11 9 11 700 12 100 0 Open ;
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12 11 12 1900 12 100 0 Open ;
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13 12 13 600 12 100 0 Open ;
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14 13 14 400 12 100 0 Open ;
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15 14 15 300 12 100 0 Open ;
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16 13 16 1500 8 100 0 Open ;
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17 15 17 1500 8 100 0 Open ;
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18 16 17 600 8 100 0 Open ;
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19 17 18 700 12 100 0 Open ;
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20 18 32 350 12 100 0 Open ;
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21 16 19 1400 8 100 0 Open ;
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22 14 20 1100 12 100 0 Open ;
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23 20 21 1300 8 100 0 Open ;
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24 21 22 1300 8 100 0 Open ;
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25 20 22 1300 8 100 0 Open ;
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26 24 23 600 12 100 0 Open ;
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27 15 24 250 12 100 0 Open ;
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28 23 25 300 12 100 0 Open ;
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29 25 26 200 12 100 0 Open ;
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30 25 31 600 12 100 0 Open ;
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31 31 27 400 8 100 0 Open ;
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32 27 29 400 8 100 0 Open ;
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34 29 28 700 8 100 0 Open ;
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35 22 33 1000 8 100 0 Open ;
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36 33 34 400 8 100 0 Open ;
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37 32 19 500 8 100 0 Open ;
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38 29 35 500 8 100 0 Open ;
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39 35 30 1000 8 100 0 Open ;
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40 28 35 700 8 100 0 Open ;
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41 28 36 300 8 100 0 Open ;
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[PUMPS]
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;ID Node1 Node2 Parameters
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[VALVES]
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;ID Node1 Node2 Diameter Type Setting MinorLoss
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[TAGS]
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[DEMANDS]
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;Junction Demand Pattern Category
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[STATUS]
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;ID Status/Setting
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[PATTERNS]
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;ID Multipliers
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;Demand Pattern
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1 1.26 1.04 .97 .97 .89 1.19
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1 1.28 .67 .67 1.34 2.46 .97
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1 .92 .68 1.43 .61 .31 .78
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1 .37 .67 1.26 1.56 1.19 1.26
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1 .6 1.1 1.03 .73 .88 1.06
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1 .99 1.72 1.12 1.34 1.12 .97
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1 1.04 1.15 .91 .61 .68 .46
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1 .51 .74 1.12 1.34 1.26 .97
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1 .82 1.37 1.03 .81 .88 .81
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1 .81
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;Pump Station Outflow Pattern
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2 .96 .96 .96 .96 .96 .96
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2 .62 0 0 0 0 0
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2 .8 1 1 1 1 .15
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2 0 0 0 0 0 0
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2 .55 .92 .92 .92 .92 .9
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2 .9 .45 0 0 0 0
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2 0 .7 1 1 1 1
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2 .2 0 0 0 0 0
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2 0 .74 .92 .92 .92 .92
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2 .92
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;Pump Station Fluoride Pattern
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3 .98 1.02 1.05 .99 .64 .46
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3 .35 .35 .35 .35 .35 .35
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3 .17 .17 .13 .13 .13 .15
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3 .15 .15 .15 .15 .15 .15
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3 .15 .12 .1 .08 .11 .09
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3 .09 .08 .08 .08 .08 .08
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3 .08 .09 .07 .07 .09 .09
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3 .09 .09 .09 .09 .09 .09
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3 .09 .08 .35 .72 .82 .92
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3 1
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[CURVES]
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;ID X-Value Y-Value
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[CONTROLS]
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[RULES]
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[ENERGY]
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Global Efficiency 75
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Global Price 0.0
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Demand Charge 0.0
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[EMITTERS]
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;Junction Coefficient
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[QUALITY]
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;Node InitQual
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1 1.0
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2 1.0
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3 1.0
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4 1.0
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5 1.0
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6 1.0
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7 1.0
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8 1.0
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9 1.0
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10 1.0
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11 1.0
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12 1.0
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13 1.0
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14 1.0
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15 1.0
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16 1.0
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17 1.0
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18 1.0
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19 1.0
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20 1.0
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21 1.0
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22 1.0
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23 1.0
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24 1.0
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25 1.0
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27 1.0
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28 1.0
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29 1.0
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30 1.0
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31 1.0
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32 1.0
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33 1.0
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34 1.0
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35 1.0
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36 1.0
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26 1.0
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[SOURCES]
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;Node Type Quality Pattern
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1 CONCEN 1.0 3
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[REACTIONS]
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;Type Pipe/Tank Coefficient
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[REACTIONS]
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Order Bulk 1
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Order Tank 1
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Order Wall 1
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Global Bulk 0.0
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Global Wall 0.0
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Limiting Potential 0.0
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Roughness Correlation 0.0
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[MIXING]
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;Tank Model
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||||
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||||
[TIMES]
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Duration 55:00
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Hydraulic Timestep 1:00
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Quality Timestep 0:05
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||||
Pattern Timestep 1:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 8 am
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||||
Statistic None
|
||||
|
||||
[REPORT]
|
||||
Status No
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||||
Summary No
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||||
Page 0
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1.0
|
||||
Viscosity 1.0
|
||||
Trials 40
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Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
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||||
DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Fluoride mg/L
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
1 21.00 4.00
|
||||
2 19.00 20.00
|
||||
3 11.00 21.00
|
||||
4 14.00 28.00
|
||||
5 19.00 25.00
|
||||
6 28.00 23.00
|
||||
7 36.00 39.00
|
||||
8 38.00 30.00
|
||||
9 36.00 42.00
|
||||
10 37.00 23.00
|
||||
11 37.00 49.00
|
||||
12 39.00 60.00
|
||||
13 38.00 64.00
|
||||
14 38.00 66.00
|
||||
15 37.00 69.00
|
||||
16 27.00 65.00
|
||||
17 27.00 69.00
|
||||
18 23.00 68.00
|
||||
19 21.00 59.00
|
||||
20 45.00 68.00
|
||||
21 51.00 62.00
|
||||
22 54.00 69.00
|
||||
23 35.00 74.00
|
||||
24 37.00 71.00
|
||||
25 35.00 76.00
|
||||
27 39.00 87.00
|
||||
28 49.00 85.00
|
||||
29 42.00 86.00
|
||||
30 47.00 80.00
|
||||
31 37.00 80.00
|
||||
32 23.00 64.00
|
||||
33 56.00 73.00
|
||||
34 56.00 77.00
|
||||
35 43.00 81.00
|
||||
36 53.00 87.00
|
||||
26 33.00 76.00
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
24.00 7.00 "Pump"
|
||||
24.00 4.00 "Station"
|
||||
26.76 77.42 "Tank"
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 8.75 -0.15 58.25 91.15
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
@@ -311,7 +311,6 @@ Link 330 OPEN IF Node 1 ABOVE 19.1
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
|
||||
@@ -411,6 +410,7 @@ Link 330 OPEN IF Node 1 ABOVE 19.1
|
||||
169 25.68 12.74
|
||||
171 26.65 11.80
|
||||
173 26.87 11.59
|
||||
177 25.92 10.59
|
||||
179 25.71 10.40
|
||||
181 25.72 10.74
|
||||
183 25.45 10.18
|
||||
|
||||
@@ -1,150 +0,0 @@
|
||||
[TITLE]
|
||||
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
TreatmentPlant 0 0 ;
|
||||
Montgomery 0 80 ;
|
||||
Tennessee 0 250 ;
|
||||
Reading 0 100 ;
|
||||
Mills 0 1000 stepdemand ;
|
||||
Vine 0 50 ;
|
||||
|
||||
[RESERVOIRS]
|
||||
;ID Head Pattern
|
||||
Resr 100 ;
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
NewportTank 50 40 0 80 20 0 ;
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
ReservoirCheckValve Resr TreatmentPlant 10 4 100 0 CV ;
|
||||
2 TreatmentPlant Montgomery 3 6 100 0 Open ;
|
||||
3 Montgomery Tennessee 6 6 100 0 Open ;
|
||||
4 Tennessee Reading 12 6 100 0 Open ;
|
||||
5 Reading Mills 24 6 100 0 Open ;
|
||||
NewportTankPipe Tennessee NewportTank 50 3 100 0 Open ;
|
||||
1 Reading Vine 50 6 100 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
|
||||
;
|
||||
stepdemand 1 1 1 1 1 1
|
||||
stepdemand 0 0 0 0 0 0
|
||||
|
||||
[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 24:00
|
||||
Hydraulic Timestep 0:10
|
||||
Quality Timestep 0:01
|
||||
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 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 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Trace Resr
|
||||
Diffusivity 1
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
TreatmentPlant -1075.95 6943.94
|
||||
Montgomery 1273.73 6946.20
|
||||
Tennessee 3204.11 6946.20
|
||||
Reading 6352.85 6946.20
|
||||
Mills 10226.04 6943.94
|
||||
Vine 6356.24 5063.29
|
||||
Resr -2414.20 6923.08
|
||||
NewportTank 3209.76 8318.26
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 0.00 0.00 10000.00 10000.00
|
||||
UNITS Meters
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
@@ -1,123 +0,0 @@
|
||||
[TITLE]
|
||||
EPANET Example Network 3
|
||||
Example showing how the percent of Lake water in a dual-source
|
||||
system changes over time.
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
node1 147 1 1 ;
|
||||
node2 147 1 1
|
||||
|
||||
[RESERVOIRS]
|
||||
;ID Head Pattern
|
||||
reservoir 220.0 ;
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
pipe1 reservoir node1 100 12 100 0 Open ;
|
||||
pipe2 node1 node2 100 12 100 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
|
||||
10 Closed
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
;General Default Demand Pattern
|
||||
1 1
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
|
||||
|
||||
[CONTROLS]
|
||||
|
||||
[RULES]
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0.0
|
||||
Demand Charge 0.0
|
||||
|
||||
[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 0.0
|
||||
Global Wall 0.0
|
||||
Limiting Potential 0.0
|
||||
Roughness Correlation 0.0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 24:00
|
||||
Hydraulic Timestep 0:05
|
||||
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 Yes
|
||||
Summary No
|
||||
Page 0
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1.0
|
||||
Viscosity 1.0
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.0
|
||||
Emitter Exponent 0.5
|
||||
Quality Trace reservoir
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[END]
|
||||
Reference in New Issue
Block a user