Making memorypool.c reentrant and adding test
This commit is contained in:
Michael Tryby
178
tests/data/example_0.inp
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178
tests/data/example_0.inp
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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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178
tests/data/example_1.inp
Normal file
178
tests/data/example_1.inp
Normal file
@@ -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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