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Net1_adapted.inp
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; Filename: ../WNTR/examples/networks/Net1.inp
; WNTR: 0.3.1
; Created: 2022-05-03 16:51:05
[TITLE]
EPANET Example Network 1
A simple example of modeling chlorine decay. Both bulk and
wall reactions are included.
[JUNCTIONS]
;ID Elevation Demand Pattern
10 710 0 1 ;
11 710 150 1 ;
12 700 150 1 ;
13 695 100 1 ;
21 700 150 1 ;
22 695 200 1 ;
23 690 150 1 ;
31 700 100 1 ;
32 710 100 1 ;
[RESERVOIRS]
;ID Head Pattern
9 800 ;
[TANKS]
;ID Elevation Init Level Min Level Max Level Diameter Min Volume Volume Curve Overflow
2 850 120 100 150 50.5 0 ;
[PIPES]
;ID Node1 Node2 Length Diameter Roughness Minor Loss 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 Properties
9 9 10 HEAD 1 ;
[VALVES]
;ID Node1 Node2 Diameter Type Setting Minor Loss
[TAGS]
;type name tag
[DEMANDS]
;ID Demand Pattern
[STATUS]
;ID Setting
[PATTERNS]
;ID Multipliers
1 1.000000 1.200000 1.400000 1.600000 1.400000 1.200000
1 1.000000 0.800000 0.600000 0.400000 0.600000 0.800000
[CURVES]
;ID X-Value Y-Value
;PUMP: 1
1 1500.000000 250.000000 ;
[CONTROLS]
Pump 9 Open IF Tank 2 below 109.99999999999999
Pump 9 Closed IF Tank 2 above 140.0
[RULES]
[ENERGY]
GLOBAL EFFICIENCY 75.0000
GLOBAL PRICE 0.0000
DEMAND CHARGE 0.0000
[EMITTERS]
;ID Flow coefficient
[QUALITY]
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
ORDER BULK 1
ORDER TANK 1
ORDER WALL 1
GLOBAL BULK -0.5000
GLOBAL WALL -1.0000
LIMITING POTENTIAL 0.0000
ROUGHNESS CORRELATION 0.0000
[MIXING]
;Tank ID Model Fraction
[TIMES]
DURATION 168:00:00
HYDRAULIC TIMESTEP 01:00:00
QUALITY TIMESTEP 00:05:00
PATTERN TIMESTEP 02:00:00
PATTERN START 00:00:00
REPORT TIMESTEP 01:00:00
REPORT START 00:00:00
START CLOCKTIME 00:00:00 AM
RULE TIMESTEP 00:06:00
STATISTIC NONE
[REPORT]
STATUS YES
SUMMARY NO
PAGE 0
[OPTIONS]
UNITS GPM
HEADLOSS H-W
SPECIFIC GRAVITY 1
VISCOSITY 1
TRIALS 40
ACCURACY 0.001
CHECKFREQ 2
MAXCHECK 10
UNBALANCED CONTINUE 10
PATTERN 1
DEMAND MULTIPLIER 1
EMITTER EXPONENT 0.5
QUALITY Chlorine mg/L
DIFFUSIVITY 1
TOLERANCE 0.01
[COORDINATES]
;Node X-Coord Y-Coord
10 20.000000000 70.000000000
11 30.000000000 70.000000000
12 50.000000000 70.000000000
13 70.000000000 70.000000000
21 30.000000000 40.000000000
22 50.000000000 40.000000000
23 70.000000000 40.000000000
31 30.000000000 10.000000000
32 50.000000000 10.000000000
9 10.000000000 70.000000000
2 50.000000000 90.000000000
[VERTICES]
;Link X-Coord Y-Coord
[LABELS]
6.990 73.630 "Source"
13.480 68.130 "Pump"
43.850 91.210 "Tank"
[BACKDROP]
DIMENSIONS 7.000 6.000 73.000 94.000
UNITS NONE
OFFSET 0.00 0.00
[END]