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@meghnathomas
meghnathomas committed Mar 3, 2024
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2 changes: 1 addition & 1 deletion examples/example1_basic_model_reduction.py
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# Call model reduction function
t1 = time.time()
wn2 = mg.reduction.reduce_model(inp_file, op_pt, list_of_nodes_to_keep, max_nodal_degree)
wn2 = mg.reduction.reduce_model(inp_file, op_pt, list_of_nodes_to_keep, max_nodal_degree, save_filename='networks/new inpfile')
t2 = time.time()

# Display reduction time
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233 changes: 233 additions & 0 deletions examples/networks/new inpfile.inp
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; Filename: networks/Net3 ND.inp
; WNTR: 0.4.2
; Created: 2023-04-26 16:41:27
[TITLE]
EPANET Example Network 3, updated to include longer duration
Example showing how the percent of Lake water in a dual-source
system changes over time.

[JUNCTIONS]
;ID Elevation Demand Pattern
10 147 119.02419488 1 ;
20 129 186.42822339 1 ;
40 131.9 95.757450713 1 ;
50 116.5 368.66386383 1 ;
60 0 0 1 ;
601 0 0 1 ;
61 0 20.371972851 1 ;
107 22 509.89610285 1 ;
157 13.1 1751.9681915 1 ;

[RESERVOIRS]
;ID Head Pattern
River 220 ;
Lake 167 ;

[TANKS]
;ID Elevation Init Level Min Level Max Level Diameter Min Volume Volume Curve Overflow
1 131.9 13.1 0.1 32.1 85 0 ;
2 116.5 23.5 6.5 40.3 50 0 ;
3 129 29 4 35.5 164 0 ;

[PIPES]
;ID Node1 Node2 Length Diameter Roughness Minor Loss Status
20 3 20 99 99 199 0 Open ;
40 1 40 99 99 199 0 Open ;
50 2 50 99 99 199 0 Open ;
60 River 60 1231 24 140 0 Open ;
330 60 601 1 30 140 0 Closed ;
333 601 61 1 30 140 0 Open ;
new-pipe-77 157 20 1843.6905983 18.707520777 100 0 Open ;
new-pipe-79 61 20 1843.6905983 8.6044872001 100 0 Open ;
new-pipe-80 61 157 1843.6905983 16.158008955 100 0 Open ;
new-pipe-88 107 10 1843.6905983 9.2902457803 100 0 Open ;
new-pipe-108 40 50 1843.6905983 3.3791510989 100 0 Open ;
new-pipe-112 157 107 1843.6905983 11.920456635 100 0 Open ;
new-pipe-113 157 10 1843.6905983 8.0189584956 100 0 Open ;
new-pipe-115 20 107 1843.6905983 4.9258300598 100 0 Open ;
new-pipe-116 20 10 1843.6905983 2.9054851695 100 0 Open ;
new-pipe-119 61 107 1843.6905983 3.6651582021 100 0 Open ;
new-pipe-120 61 10 1843.6905983 1.3897430028 100 0 Open ;
new-pipe-123 50 157 1843.6905983 9.4996109287 100 0 Open ;
new-pipe-125 157 40 1843.6905983 13.914417908 100 0 Open ;
new-pipe-127 50 10 1843.6905983 1.477788113 100 0 Open ;
new-pipe-128 50 107 1843.6905983 2.645520632 100 0 Open ;
new-pipe-129 50 20 1843.6905983 1.2335072858 100 0 Open ;
new-pipe-130 50 61 1843.6905983 0.91597621957 100 0 Open ;
new-pipe-131 10 40 1843.6905983 2.3962407191 100 0 Open ;
new-pipe-132 107 40 1843.6905983 4.0838935843 100 0 Open ;
new-pipe-133 40 20 1843.6905983 1.8008501159 100 0 Open ;
new-pipe-134 40 61 1843.6905983 1.4756261857 100 0 Open ;

[PUMPS]
;ID Node1 Node2 Properties
10 Lake 10 HEAD 1 ;
335 60 61 HEAD 2 ;

[VALVES]
;ID Node1 Node2 Diameter Type Setting Minor Loss

[TAGS]
;type name tag

[DEMANDS]
;ID Demand Pattern

[STATUS]
;ID Setting
10 Closed

[PATTERNS]
;ID Multipliers

1 1.340000 1.940000 1.460000 1.440000 0.760000 0.920000
1 0.850000 1.070000 0.960000 1.100000 1.080000 1.190000
1 1.160000 1.080000 0.960000 0.830000 0.790000 0.740000
1 0.640000 0.640000 0.850000 0.960000 1.240000 1.670000

2 0.000000 0.000000 0.000000 0.000000 0.000000 1219.000000
2 0.000000 0.000000 0.000000 1866.000000 1836.000000 1818.000000
2 1818.000000 1822.000000 1822.000000 1817.000000 1824.000000 1816.000000
2 1833.000000 1817.000000 1830.000000 1814.000000 1840.000000 1859.000000

3 620.000000 620.000000 620.000000 620.000000 620.000000 360.000000
3 360.000000 0.000000 0.000000 0.000000 0.000000 360.000000
3 360.000000 360.000000 360.000000 360.000000 0.000000 0.000000
3 0.000000 0.000000 0.000000 0.000000 360.000000 360.000000

4 1637.000000 1706.000000 1719.000000 1719.000000 1791.000000 1819.000000
4 1777.000000 1842.000000 1815.000000 1825.000000 1856.000000 1801.000000
4 1819.000000 1733.000000 1664.000000 1620.000000 1613.000000 1620.000000
4 1616.000000 1647.000000 1627.000000 1627.000000 1671.000000 1668.000000

5 4439.000000 4531.000000 4511.000000 4582.000000 4531.000000 4582.000000
5 4572.000000 4613.000000 4643.000000 4643.000000 4592.000000 4613.000000
5 4531.000000 4521.000000 4449.000000 4439.000000 4449.000000 4460.000000
5 4439.000000 4419.000000 4368.000000 4399.000000 4470.000000 4480.000000

[CURVES]
;ID X-Value Y-Value
;PUMP: 1
1 0.000000 104.000000 ;
1 2000.000000 92.000000 ;
1 4000.000000 63.000000 ;

;PUMP: 2
2 0.000000 200.000000 ;
2 8000.000000 138.000000 ;
2 14000.000000 86.000000 ;


[CONTROLS]
Pump 10 Open AT TIME 1
Pump 10 Closed AT TIME 15
Pump 10 Open AT TIME 25
Pump 10 Closed AT TIME 39
Pump 10 Open AT TIME 49
Pump 10 Closed AT TIME 63
Pump 10 Open AT TIME 73
Pump 10 Closed AT TIME 87
Pump 10 Open AT TIME 97
Pump 10 Closed AT TIME 111
Pump 10 Open AT TIME 121
Pump 10 Closed AT TIME 135
Pump 10 Open AT TIME 145
Pump 10 Closed AT TIME 159
Pump 335 Open IF Tank 1 below 17.1
Pump 335 Closed IF Tank 1 above 19.1
Pipe 330 Closed IF Tank 1 below 17.1
Pipe 330 Open IF Tank 1 above 19.1

[RULES]

[ENERGY]
GLOBAL EFFICIENCY 75.0000
GLOBAL PRICE 0.0000
DEMAND CHARGE 0.0000

[EMITTERS]
;ID Flow coefficient

[QUALITY]

[SOURCES]
;Node Type Quality Pattern

[REACTIONS]
;Type Pipe/Tank Coefficient

ORDER BULK 0
ORDER TANK 0
ORDER WALL 0
GLOBAL BULK 0.0000
GLOBAL WALL 0.0000
LIMITING POTENTIAL 0.0000
ROUGHNESS CORRELATION 0.0000

[MIXING]
;Tank ID Model Fraction

[TIMES]
DURATION 24:00:00
HYDRAULIC TIMESTEP 00:15:00
QUALITY TIMESTEP 00:15:00
PATTERN TIMESTEP 01:00:00
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 Chemical mg/L
DIFFUSIVITY 1
TOLERANCE 0.01

[COORDINATES]
;Node X-Coord Y-Coord
10 9.000000000 27.850000000
20 29.440000000 26.910000000
40 27.020000000 9.810000000
50 33.010000000 3.010000000
60 23.900000000 29.940000000
601 23.000000000 29.490000000
61 23.710000000 29.030000000
107 18.450000000 20.460000000
157 24.850000000 20.160000000
River 24.150000000 31.060000000
Lake 8.000000000 27.530000000
1 27.460000000 9.840000000
2 32.990000000 3.450000000
3 29.410000000 27.270000000

[VERTICES]
;Link X-Coord Y-Coord

[LABELS]
8.000 29.420 "LAKE"
25.000 31.100 "RIVER"

[BACKDROP]
DIMENSIONS 6.160 -1.550 46.700 32.610
UNITS NONE
OFFSET 0.00 0.00

[END]
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