Adding tests to regression test library

This commit is contained in:
Michael Tryby
2018-03-22 16:34:24 -04:00
parent 63b4438765
commit 1cf806206c
18 changed files with 1693 additions and 0 deletions

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[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 ;200 ;
23 690 0 ;
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
10p 10 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 12 100 0 Open ;
113p 13 23 5280 8 100 0 Open ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 6 100 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
9 9 10 HEAD 1 SPEED 1 ;
[VALVES]
;ID Node1 Node2 Diameter Type Setting MinorLoss
[TAGS]
[DEMANDS]
;Junction Demand Pattern Category
[STATUS]
;ID Status/Setting
;9 closed
[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: 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
9 CONCEN 1.5
[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
2 2COMP 0.2
[TIMES]
Duration 12:00
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 Full
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 NONE mg/L
Diffusivity 1.0
Tolerance 0.01
;Demand Model FIXED ;LOGISTIC
;Minimum Pressure 0
;Full Pressure 20
[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]

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@@ -0,0 +1,17 @@
{
"name": ".//NET1-3",
"version": "1.0",
"description": "",
"args": [
".//NET1-3.inp",
".//NET1-3.rpt",
".//NET1-3.out"
],
"input_files": [
".//NET1-3.inp"
],
"output_files": {
".//NET1-3.rpt": "epanet report",
".//NET1-3.out": "epanet allclose"
}
}

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@@ -0,0 +1,186 @@
[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 ;200 ;
23 690 0 ;
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
10p 10 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 12 100 0 Open ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 6 100 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
9 9 10 HEAD 1 SPEED 1 ;
[VALVES]
;ID Node1 Node2 Diameter Type Setting MinorLoss
1 23 13 12 PBV 30 0 ;
[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: 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
9 CONCEN 1.5
[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
2 2COMP 0.2
[TIMES]
Duration 0:00
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 Full
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 NONE 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
1 75.55 45.53
1 74.99 60.76
[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]

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@@ -0,0 +1,17 @@
{
"name": ".//NET1-PBV",
"version": "1.0",
"description": "",
"args": [
".//NET1-PBV.inp",
".//NET1-PBV.rpt",
".//NET1-PBV.out"
],
"input_files": [
".//NET1-PBV.inp"
],
"output_files": {
".//NET1-PBV.rpt": "epanet report",
".//NET1-PBV.out": "epanet allclose"
}
}

View File

@@ -0,0 +1,183 @@
[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 ;200 ;
23 690 0 ;
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
10p 10 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 12 100 0 Open ;
113p 13 23 5280 8 100 0 Open ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 6 100 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
9 9 10 HEAD 1 SPEED 1 ;
[VALVES]
;ID Node1 Node2 Diameter Type Setting MinorLoss
[TAGS]
[DEMANDS]
;Junction Demand Pattern Category
[STATUS]
;ID Status/Setting
;9 closed
[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: 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
9 CONCEN 1.5
[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
2 2COMP 0.2
[TIMES]
Duration 0:00
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 Full
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 NONE 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]

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@@ -0,0 +1,17 @@
{
"name": ".//NET1",
"version": "1.0",
"description": "",
"args": [
".//NET1.inp",
".//NET1.rpt",
".//NET1.out"
],
"input_files": [
".//NET1.inp"
],
"output_files": {
".//NET1.rpt": "epanet report",
".//NET1.out": "epanet allclose"
}
}

View File

@@ -0,0 +1,184 @@
[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 ;200 ;
23 690 0 ;
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
10p 10 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 12 100 0 Open ;
113p 13 23 5280 8 100 0 CV ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 6 100 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
9 9 10 HEAD 1 SPEED 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: 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
9 CONCEN 1.5
[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
2 2COMP 0.2
[TIMES]
Duration 0:00
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 Full
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 NONE 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]

View File

@@ -0,0 +1,17 @@
{
"name": ".//NET1cv",
"version": "1.0",
"description": "",
"args": [
".//NET1cv.inp",
".//NET1cv.rpt",
".//NET1cv.out"
],
"input_files": [
".//NET1cv.inp"
],
"output_files": {
".//NET1cv.rpt": "epanet report",
".//NET1cv.out": "epanet allclose"
}
}

View File

@@ -0,0 +1,185 @@
[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 ;200 ;
23 690 0 ;
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
10p 10 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 12 100 0 Open ;
113p 13 23 5280 8 100 0 Open ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 6 100 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
9 9 10 HEAD 1 SPEED 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: 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
23 10
[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
9 CONCEN 1.5
[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
2 2COMP 0.2
[TIMES]
Duration 0:00
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 Full
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 NONE 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 69.93 39.98
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]

View File

@@ -0,0 +1,17 @@
{
"name": ".//NET1emit",
"version": "1.0",
"description": "",
"args": [
".//NET1emit.inp",
".//NET1emit.rpt",
".//NET1emit.out"
],
"input_files": [
".//NET1emit.inp"
],
"output_files": {
".//NET1emit.rpt": "epanet report",
".//NET1emit.out": "epanet allclose"
}
}

View File

@@ -0,0 +1,185 @@
[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 ;200 ;
23 1200 0 ;
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
10p 10 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 12 100 0 Open ;
113p 13 23 5280 8 100 0 Open ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 6 100 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
9 9 10 HEAD 1 SPEED 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: 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
23 10
[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
9 CONCEN 1.5
[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
2 2COMP 0.2
[TIMES]
Duration 0:00
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 Full
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 NONE 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]

View File

@@ -0,0 +1,17 @@
{
"name": ".//NET1negemit",
"version": "1.0",
"description": "",
"args": [
".//NET1negemit.inp",
".//NET1negemit.rpt",
".//NET1negemit.out"
],
"input_files": [
".//NET1negemit.inp"
],
"output_files": {
".//NET1negemit.rpt": "epanet report",
".//NET1negemit.out": "epanet allclose"
}
}

View File

@@ -0,0 +1,172 @@
[TITLE]
EPANET Example Network 1
A simple example of modeling chlorine decay. Both bulk and
wall reactions are included.
[JUNCTIONS]
;ID Elev Demand Pattern
11 710 150 ;
12 700 150 ;
13 695 100 ;
21 700 150 ;
22 695 200 ;200 ;
23 690 0 ;
31 700 100 ;
32 710 100 ;
[RESERVOIRS]
;ID Head Pattern
9 1200 ;
[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
10p 9 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 12 100 0 Open ;
113p 13 23 5280 8 100 0 Open ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 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
;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: PUMP: Pump Curve for Pump 9
1 1500 250
[CONTROLS]
[RULES]
[ENERGY]
Global Efficiency 75
Global Price 0.0
Demand Charge 0.0
[EMITTERS]
;Junction Coefficient
[QUALITY]
;Node InitQual
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
9 CONCEN 1.5
[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
[TIMES]
Duration 0:00
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 Full
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 NONE mg/L
Diffusivity 1.0
Tolerance 0.01
[COORDINATES]
;Node X-Coord Y-Coord
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"
43.85 91.21 "Tank"
[BACKDROP]
DIMENSIONS 7.00 6.00 73.00 94.00
UNITS None
FILE
OFFSET 0.00 0.00
[END]

View File

@@ -0,0 +1,17 @@
{
"name": ".//NET1np",
"version": "1.0",
"description": "",
"args": [
".//NET1np.inp",
".//NET1np.rpt",
".//NET1np.out"
],
"input_files": [
".//NET1np.inp"
],
"output_files": {
".//NET1np.rpt": "epanet report",
".//NET1np.out": "epanet allclose"
}
}

View File

@@ -0,0 +1,186 @@
[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 ;200 ;
23 690 0 ;
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
10p 10 11 10530 18 100 0 Open ;
11p 11 12 5280 14 100 0 Open ;
12p 12 13 5280 10 100 0 Open ;
21p 21 22 5280 10 100 0 Open ;
22p 22 23 5280 12 100 0 Open ;
31p 31 32 5280 6 100 0 Open ;
110p 2 12 200 18 100 0 Open ;
111p 11 21 5280 10 100 0 Open ;
112p 12 22 5280 6 100 0 Open ;
113p 13 23 5280 8 100 0 Open ;
121p 21 31 5280 8 100 0 Open ;
122p 22 32 5280 6 100 0 Open ;
112pp 12 22 5280 6 100 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
9 9 10 HEAD 1 SPEED 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: 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
9 CONCEN 1.5
[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 0:00
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 Full
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 NONE 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
112pp 56.83 58.80
112pp 56.69 50.14
[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]

View File

@@ -0,0 +1,17 @@
{
"name": ".//NET1para",
"version": "1.0",
"description": "",
"args": [
".//NET1para.inp",
".//NET1para.rpt",
".//NET1para.out"
],
"input_files": [
".//NET1para.inp"
],
"output_files": {
".//NET1para.rpt": "epanet report",
".//NET1para.out": "epanet allclose"
}
}