From a31e4242f36ca6bb7de0211835fc54f283e21abc Mon Sep 17 00:00:00 2001 From: Elad Salomons Date: Wed, 16 Sep 2015 23:31:50 +0300 Subject: [PATCH] Update sample networks --- example-networks/Net1.inp | 178 ++++++++++++++++++ example-networks/Net2.inp | 309 ++++++++++++++++++++++++++++++++ example-networks/Net3.inp | 4 +- example-networks/sampletown.inp | 150 ---------------- example-networks/simplenet.inp | 123 ------------- 5 files changed, 489 insertions(+), 275 deletions(-) create mode 100644 example-networks/Net1.inp create mode 100644 example-networks/Net2.inp delete mode 100755 example-networks/sampletown.inp delete mode 100755 example-networks/simplenet.inp diff --git a/example-networks/Net1.inp b/example-networks/Net1.inp new file mode 100644 index 0000000..4df5bbf --- /dev/null +++ b/example-networks/Net1.inp @@ -0,0 +1,178 @@ +[TITLE] + EPANET Example Network 1 +A simple example of modeling chlorine decay. Both bulk and +wall reactions are included. + +[JUNCTIONS] +;ID Elev Demand Pattern + 10 710 0 ; + 11 710 150 ; + 12 700 150 ; + 13 695 100 ; + 21 700 150 ; + 22 695 200 ; + 23 690 150 ; + 31 700 100 ; + 32 710 100 ; + +[RESERVOIRS] +;ID Head Pattern + 9 800 ; + +[TANKS] +;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve + 2 850 120 100 150 50.5 0 ; + +[PIPES] +;ID Node1 Node2 Length Diameter Roughness MinorLoss Status + 10 10 11 10530 18 100 0 Open ; + 11 11 12 5280 14 100 0 Open ; + 12 12 13 5280 10 100 0 Open ; + 21 21 22 5280 10 100 0 Open ; + 22 22 23 5280 12 100 0 Open ; + 31 31 32 5280 6 100 0 Open ; + 110 2 12 200 18 100 0 Open ; + 111 11 21 5280 10 100 0 Open ; + 112 12 22 5280 12 100 0 Open ; + 113 13 23 5280 8 100 0 Open ; + 121 21 31 5280 8 100 0 Open ; + 122 22 32 5280 6 100 0 Open ; + +[PUMPS] +;ID Node1 Node2 Parameters + 9 9 10 HEAD 1 ; + +[VALVES] +;ID Node1 Node2 Diameter Type Setting MinorLoss + +[TAGS] + +[DEMANDS] +;Junction Demand Pattern Category + +[STATUS] +;ID Status/Setting + +[PATTERNS] +;ID Multipliers +;Demand Pattern + 1 1.0 1.2 1.4 1.6 1.4 1.2 + 1 1.0 0.8 0.6 0.4 0.6 0.8 + +[CURVES] +;ID X-Value Y-Value +;PUMP: Pump Curve for Pump 9 + 1 1500 250 + +[CONTROLS] + LINK 9 OPEN IF NODE 2 BELOW 110 + LINK 9 CLOSED IF NODE 2 ABOVE 140 + + +[RULES] + +[ENERGY] + Global Efficiency 75 + Global Price 0.0 + Demand Charge 0.0 + +[EMITTERS] +;Junction Coefficient + +[QUALITY] +;Node InitQual + 10 0.5 + 11 0.5 + 12 0.5 + 13 0.5 + 21 0.5 + 22 0.5 + 23 0.5 + 31 0.5 + 32 0.5 + 9 1.0 + 2 1.0 + +[SOURCES] +;Node Type Quality Pattern + +[REACTIONS] +;Type Pipe/Tank Coefficient + + +[REACTIONS] + Order Bulk 1 + Order Tank 1 + Order Wall 1 + Global Bulk -.5 + Global Wall -1 + Limiting Potential 0.0 + Roughness Correlation 0.0 + +[MIXING] +;Tank Model + +[TIMES] + Duration 24:00 + Hydraulic Timestep 1:00 + Quality Timestep 0:05 + Pattern Timestep 2:00 + 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 Chlorine mg/L + Diffusivity 1.0 + Tolerance 0.01 + +[COORDINATES] +;Node X-Coord Y-Coord + 10 20.00 70.00 + 11 30.00 70.00 + 12 50.00 70.00 + 13 70.00 70.00 + 21 30.00 40.00 + 22 50.00 40.00 + 23 70.00 40.00 + 31 30.00 10.00 + 32 50.00 10.00 + 9 10.00 70.00 + 2 50.00 90.00 + +[VERTICES] +;Link X-Coord Y-Coord + +[LABELS] +;X-Coord Y-Coord Label & Anchor Node + 6.99 73.63 "Source" + 13.48 68.13 "Pump" + 43.85 91.21 "Tank" + +[BACKDROP] + DIMENSIONS 7.00 6.00 73.00 94.00 + UNITS None + FILE + OFFSET 0.00 0.00 + +[END] diff --git a/example-networks/Net2.inp b/example-networks/Net2.inp new file mode 100644 index 0000000..9f53e62 --- /dev/null +++ b/example-networks/Net2.inp @@ -0,0 +1,309 @@ +[TITLE] +EPANET Example Network 2 +Example of modeling a 55-hour fluoride tracer study. +Measured fluoride data is contained in the file Net2-FL.dat +and should be registered with the project to produce a +Calibration Report (select Calibration Data from the Project +menu). + +[JUNCTIONS] +;ID Elev Demand Pattern + 1 50 -694.4 2 ; + 2 100 8 ; + 3 60 14 ; + 4 60 8 ; + 5 100 8 ; + 6 125 5 ; + 7 160 4 ; + 8 110 9 ; + 9 180 14 ; + 10 130 5 ; + 11 185 34.78 ; + 12 210 16 ; + 13 210 2 ; + 14 200 2 ; + 15 190 2 ; + 16 150 20 ; + 17 180 20 ; + 18 100 20 ; + 19 150 5 ; + 20 170 19 ; + 21 150 16 ; + 22 200 10 ; + 23 230 8 ; + 24 190 11 ; + 25 230 6 ; + 27 130 8 ; + 28 110 0 ; + 29 110 7 ; + 30 130 3 ; + 31 190 17 ; + 32 110 17 ; + 33 180 1.5 ; + 34 190 1.5 ; + 35 110 0 ; + 36 110 1 ; + +[RESERVOIRS] +;ID Head Pattern + +[TANKS] +;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve + 26 235 56.7 50 70 50 0 ; + +[PIPES] +;ID Node1 Node2 Length Diameter Roughness MinorLoss Status + 1 1 2 2400 12 100 0 Open ; + 2 2 5 800 12 100 0 Open ; + 3 2 3 1300 8 100 0 Open ; + 4 3 4 1200 8 100 0 Open ; + 5 4 5 1000 12 100 0 Open ; + 6 5 6 1200 12 100 0 Open ; + 7 6 7 2700 12 100 0 Open ; + 8 7 8 1200 12 140 0 Open ; + 9 7 9 400 12 100 0 Open ; + 10 8 10 1000 8 140 0 Open ; + 11 9 11 700 12 100 0 Open ; + 12 11 12 1900 12 100 0 Open ; + 13 12 13 600 12 100 0 Open ; + 14 13 14 400 12 100 0 Open ; + 15 14 15 300 12 100 0 Open ; + 16 13 16 1500 8 100 0 Open ; + 17 15 17 1500 8 100 0 Open ; + 18 16 17 600 8 100 0 Open ; + 19 17 18 700 12 100 0 Open ; + 20 18 32 350 12 100 0 Open ; + 21 16 19 1400 8 100 0 Open ; + 22 14 20 1100 12 100 0 Open ; + 23 20 21 1300 8 100 0 Open ; + 24 21 22 1300 8 100 0 Open ; + 25 20 22 1300 8 100 0 Open ; + 26 24 23 600 12 100 0 Open ; + 27 15 24 250 12 100 0 Open ; + 28 23 25 300 12 100 0 Open ; + 29 25 26 200 12 100 0 Open ; + 30 25 31 600 12 100 0 Open ; + 31 31 27 400 8 100 0 Open ; + 32 27 29 400 8 100 0 Open ; + 34 29 28 700 8 100 0 Open ; + 35 22 33 1000 8 100 0 Open ; + 36 33 34 400 8 100 0 Open ; + 37 32 19 500 8 100 0 Open ; + 38 29 35 500 8 100 0 Open ; + 39 35 30 1000 8 100 0 Open ; + 40 28 35 700 8 100 0 Open ; + 41 28 36 300 8 100 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 +;Demand Pattern + 1 1.26 1.04 .97 .97 .89 1.19 + 1 1.28 .67 .67 1.34 2.46 .97 + 1 .92 .68 1.43 .61 .31 .78 + 1 .37 .67 1.26 1.56 1.19 1.26 + 1 .6 1.1 1.03 .73 .88 1.06 + 1 .99 1.72 1.12 1.34 1.12 .97 + 1 1.04 1.15 .91 .61 .68 .46 + 1 .51 .74 1.12 1.34 1.26 .97 + 1 .82 1.37 1.03 .81 .88 .81 + 1 .81 +;Pump Station Outflow Pattern + 2 .96 .96 .96 .96 .96 .96 + 2 .62 0 0 0 0 0 + 2 .8 1 1 1 1 .15 + 2 0 0 0 0 0 0 + 2 .55 .92 .92 .92 .92 .9 + 2 .9 .45 0 0 0 0 + 2 0 .7 1 1 1 1 + 2 .2 0 0 0 0 0 + 2 0 .74 .92 .92 .92 .92 + 2 .92 +;Pump Station Fluoride Pattern + 3 .98 1.02 1.05 .99 .64 .46 + 3 .35 .35 .35 .35 .35 .35 + 3 .17 .17 .13 .13 .13 .15 + 3 .15 .15 .15 .15 .15 .15 + 3 .15 .12 .1 .08 .11 .09 + 3 .09 .08 .08 .08 .08 .08 + 3 .08 .09 .07 .07 .09 .09 + 3 .09 .09 .09 .09 .09 .09 + 3 .09 .08 .35 .72 .82 .92 + 3 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 + 1 1.0 + 2 1.0 + 3 1.0 + 4 1.0 + 5 1.0 + 6 1.0 + 7 1.0 + 8 1.0 + 9 1.0 + 10 1.0 + 11 1.0 + 12 1.0 + 13 1.0 + 14 1.0 + 15 1.0 + 16 1.0 + 17 1.0 + 18 1.0 + 19 1.0 + 20 1.0 + 21 1.0 + 22 1.0 + 23 1.0 + 24 1.0 + 25 1.0 + 27 1.0 + 28 1.0 + 29 1.0 + 30 1.0 + 31 1.0 + 32 1.0 + 33 1.0 + 34 1.0 + 35 1.0 + 36 1.0 + 26 1.0 + +[SOURCES] +;Node Type Quality Pattern + 1 CONCEN 1.0 3 + +[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 55:00 + 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 8 am + Statistic None + +[REPORT] + Status No + 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 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] diff --git a/example-networks/Net3.inp b/example-networks/Net3.inp index 8e39dd1..3be1e96 100755 --- a/example-networks/Net3.inp +++ b/example-networks/Net3.inp @@ -311,7 +311,6 @@ Link 330 OPEN IF Node 1 ABOVE 19.1 [QUALITY] ;Node InitQual - [SOURCES] ;Node Type Quality Pattern @@ -333,7 +332,7 @@ Link 330 OPEN IF Node 1 ABOVE 19.1 [TIMES] Duration 24:00 - Hydraulic Timestep 1:00 + Hydraulic Timestep 1:00 Quality Timestep 0:05 Pattern Timestep 1:00 Pattern Start 0:00 @@ -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 diff --git a/example-networks/sampletown.inp b/example-networks/sampletown.inp deleted file mode 100755 index 787f689..0000000 --- a/example-networks/sampletown.inp +++ /dev/null @@ -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] diff --git a/example-networks/simplenet.inp b/example-networks/simplenet.inp deleted file mode 100755 index a0ccdc0..0000000 --- a/example-networks/simplenet.inp +++ /dev/null @@ -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]