Initial commit

This commit is contained in:
DingZQ
2025-10-26 08:54:35 +08:00
commit ae6510ac37
679 changed files with 3963666 additions and 0 deletions

105205
inp/Fail/sandun.inp Normal file

File diff suppressed because it is too large Load Diff

View File

26498
inp/Todo/LinkNet.inp Normal file

File diff suppressed because it is too large Load Diff

30973
inp/Todo/Nanjing.inp Normal file

File diff suppressed because it is too large Load Diff

File diff suppressed because it is too large Load Diff

111322
inp/Todo/ZZ0.inp Normal file

File diff suppressed because it is too large Load Diff

328198
inp/Todo/ZZ2.inp Normal file

File diff suppressed because it is too large Load Diff

213
inp/Todo/hanoi.inp Normal file
View File

@@ -0,0 +1,213 @@
[TITLE]
Hanoi example by Fujiwara and Khang, Water Resources Research, 1990
[JUNCTIONS]
;ID Elev Demand Pattern
2 0 890 ;
3 0 850 ;
4 0 130 ;
5 0 725 ;
6 0 1005 ;
7 0 1350 ;
8 0 550 ;
9 0 525 ;
10 0 525 ;
11 0 500 ;
12 0 560 ;
13 0 940 ;
14 0 615 ;
15 0 280 ;
16 0 310 ;
17 0 865 ;
18 0 1345 ;
19 0 60 ;
20 0 1275 ;
21 0 930 ;
22 0 485 ;
23 0 1045 ;
24 0 820 ;
25 0 170 ;
26 0 900 ;
27 0 370 ;
28 0 290 ;
29 0 360 ;
30 0 360 ;
31 0 105 ;
32 0 805 ;
[RESERVOIRS]
;ID Head Pattern
1 100.0 ;
[TANKS]
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
[PIPES]
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
1 1 2 100 0.0001 130 0 open ;
2 2 3 1350 0.0001 130 0 open ;
3 3 4 900 0.0001 130 0 open ;
4 4 5 1150 0.0001 130 0 open ;
5 5 6 1450 0.0001 130 0 open ;
6 6 7 450 0.0001 130 0 open ;
7 7 8 850 0.0001 130 0 open ;
8 8 9 850 0.0001 130 0 open ;
9 9 10 800 0.0001 130 0 open ;
10 10 11 950 0.0001 130 0 open ;
11 11 12 1200 0.0001 130 0 open ;
12 12 13 3500 0.0001 130 0 open ;
13 10 14 800 0.0001 130 0 open ;
14 14 15 500 0.0001 130 0 open ;
15 15 16 550 0.0001 130 0 open ;
16 17 16 2730 0.0001 130 0 open ;
17 18 17 1750 0.0001 130 0 open ;
18 19 18 800 0.0001 130 0 open ;
19 3 19 400 0.0001 130 0 open ;
20 3 20 2200 0.0001 130 0 open ;
21 20 21 1500 0.0001 130 0 open ;
22 21 22 500 0.0001 130 0 open ;
23 20 23 2650 0.0001 130 0 open ;
24 23 24 1230 0.0001 130 0 open ;
25 24 25 1300 0.0001 130 0 open ;
26 26 25 850 0.0001 130 0 open ;
27 27 26 300 0.0001 130 0 open ;
28 16 27 750 0.0001 130 0 open ;
29 23 28 1500 0.0001 130 0 open ;
30 28 29 2000 0.0001 130 0 open ;
31 29 30 1600 0.0001 130 0 open ;
32 30 31 150 0.0001 130 0 open ;
33 32 31 860 0.0001 130 0 open ;
34 25 32 950 0.0001 130 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
[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 Wall 1
Global Bulk 0
Global Wall 0
Limiting Potential 0
Roughness Correlation 0
[MIXING]
;Tank Model
[TIMES]
Duration 0
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 12 am
Statistic None
[REPORT]
Status No
Summary No
Page 0
[OPTIONS]
Units CMH
Headloss H-W
Specific Gravity 1
Viscosity 1
Trials 40
Accuracy 0.001
Unbalanced Continue 10
Pattern 1
Demand Multiplier 1.0
Emitter Exponent 0.5
Quality NONE mg/L
Diffusivity 1
Tolerance 0.01
[COORDINATES]
;Node X-Coord Y-Coord
2 5021.20 1582.17
3 5025.20 2585.42
4 5874.22 2588.30
5 6873.11 2588.30
6 8103.51 2585.42
7 8103.51 3234.67
8 8106.66 4179.28
9 8106.66 5133.78
10 7318.64 5133.78
11 7319.94 5831.65
12 7319.94 6671.19
13 5636.76 6676.24
14 6530.63 5133.78
15 5676.02 5133.78
16 5021.20 5133.78
17 5021.20 4412.36
18 5021.20 3868.52
19 5021.20 3191.49
20 3587.87 2588.30
21 3587.87 1300.84
22 3587.87 901.29
23 1978.55 2588.30
24 1975.58 4084.35
25 1980.46 5137.63
26 3077.46 5137.63
27 3933.52 5133.78
28 846.04 2588.20
29 -552.41 2588.20
30 -552.38 4369.06
31 -549.36 5137.63
32 536.45 5137.63
1 5360.71 1354.05
[VERTICES]
;Link X-Coord Y-Coord
[LABELS]
;X-Coord Y-Coord Label & Anchor Node
[BACKDROP]
DIMENSIONS -985.92 612.54 8551.27 6964.99
UNITS None
FILE
OFFSET 0.00 0.00
[END]

132
inp/Todo/isolated.inp Normal file
View File

@@ -0,0 +1,132 @@
[TITLE]
[JUNCTIONS]
;ID Elev Demand Pattern
1 0 0 ;
2 0 0 ;
3 0 0 ;
4 0 0 ;
5 0 0 ;
[RESERVOIRS]
;ID Head Pattern
[TANKS]
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
[PIPES]
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
1 3 2 1000 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
[PATTERNS]
;ID Multipliers
[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 0:00
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 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 None mg/L
Diffusivity 1
Tolerance 0.01
[COORDINATES]
;Node X-Coord Y-Coord
1 455.97 6698.11
2 6022.01 3616.35
3 7374.21 6509.43
4 3128.93 5786.16
5 2122.64 2358.49
[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 None
FILE
OFFSET 0.00 0.00
[END]

213
inp/Todo/leaksample.inp Normal file
View File

@@ -0,0 +1,213 @@
[TITLE]
[JUNCTIONS]
;ID Elev Demand Pattern
N23 0 0 ;
N1 18 5 ;
N2 18 10 ;
N3 14 0 ;
N4 12 5 ;
N5 14 30 ;
N24 0 0 ;
N25 0 0 ;
N14 20 5 ;
N13 23 0 ;
N16 10 0 ;
N17 7 0 ;
N19 10 5 ;
N20 7 0 ;
N21 10 0 ;
N22 15 20 ;
N18 8 5 ;
N6 15 10 ;
N7 14.5 0 ;
N8 14 20 ;
N9 14 0 ;
N10 15 5 ;
N11 12 10 ;
N12 15 0 ;
N15 8 20 ;
[RESERVOIRS]
;ID Head Pattern
[TANKS]
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
1 0 54.66 54.5 56 1000000 0 ;
2 0 54.60 54.5 55.5 1000000 0 ;
3 0 54.50 54 55.5 1000000 0 ;
[PIPES]
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
P1 N23 N1 606 457 110 0 Open ;
P9 N1 N2 1930 457 110 0 Open ;
P10 N2 N3 5150 305 10 0 Open ;
P30 N3 N4 326 0.152 100 0 Open ;
P31 N4 N5 844 229 110 0 Open ;
P35 N5 N22 1408 152 100 0 Open ;
P36 N5 N7 500 381 110 0 Open ;
P34 N7 N6 615 381 110 0 Open ;
P32 N6 N3 1274 152 100 0 Open ;
P27 N6 N8 743 381 110 0 Open ;
P26 N8 N9 443 229 90 0 Open ;
P37 N9 N6 300 229 90 0 Open ;
P25 N8 N10 249 305 105 0 Open ;
P5 N24 N10 3383 305 100 0 Open ;
P2 N23 N24 454 457 110 0 Open ;
P3 N24 N14 2782 229 105 0 Open ;
P4 N14 N25 304 381 135 0 Open ;
P6 N24 N13 1767 475 110 0 Open ;
P7 N13 N14 1014 381 135 0 Open ;
P23 N10 N11 542 229 90 0 Open ;
P22 N11 N12 777 229 90 0 Open ;
P24 N8 N12 1600 457 110 0 Open ;
P8 N25 N16 1014 381 6 0 Open ;
P13 N16 N17 822 305 140 0 Open ;
P16 N17 N19 1072 229 90 0 Open ;
P17 N19 N20 864 152 90 0 Open ;
P18 N20 N21 711 152 90 0 Open ;
P14 N17 N18 411 152 100 0 Open ;
P15 N20 N18 701 229 110 0 Open ;
P20 N15 N22 2334 152 100 0 Open ;
P19 N15 N21 832 152 90 0 Open ;
P12 N15 N16 914 229 125 0 Open ;
0 1 N23 1 1000 110 0 Open ;
16 2 N24 1 1000 100 0 Open ;
20 3 N25 1 1000 100 0 Open ;
P11 N13 N12 762 457 110 0 Open ;
P21 N12 N15 1996 0.229 95 0 Open ;
P28 N8 N22 931 229 125 0 Open ;
P29 N21 N22 2689 152 100 0 Open ;
P33 N5 N6 1115 229 90 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
[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 0
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 12 am
Statistic None
[REPORT]
Status No
Summary No
Page 0
[OPTIONS]
Units LPS
Headloss H-W
Specific Gravity 1
Viscosity 1
Trials 40
Accuracy 0.001
Unbalanced Continue 10
Pattern 1
Demand Multiplier 1.0
Emitter Exponent 0.5
Quality None mg/L
Diffusivity 1
Tolerance 0.01
[COORDINATES]
;Node X-Coord Y-Coord
N23 2146.34 8439.02
N1 3268.29 8471.54
N2 4585.37 8455.28
N3 6081.30 8422.76
N4 7121.95 8504.07
N5 8260.16 8520.33
N24 2048.78 6536.59
N25 1918.70 3821.14
N14 2048.78 4796.75
N13 2845.53 5235.77
N16 3154.47 3739.84
N17 4455.28 3804.88
N19 5560.98 3837.40
N20 6601.63 3788.62
N21 7804.88 3788.62
N22 9203.25 3788.62
N18 6162.60 3317.07
N6 6845.53 7268.29
N7 7918.70 7235.77
N8 6357.72 6552.85
N9 6975.61 6552.85
N10 4065.04 6439.02
N11 4048.78 5723.58
N12 5056.91 5040.65
N15 5073.17 4552.85
1 1674.80 8520.33
2 1170.73 6536.59
3 1170.73 4016.26
[VERTICES]
;Link X-Coord Y-Coord
16 1170.73 6308.94
[LABELS]
;X-Coord Y-Coord Label & Anchor Node
[BACKDROP]
DIMENSIONS 0.00 0.00 10000.00 10000.00
UNITS None
FILE
OFFSET 0.00 0.00
[END]

14197
inp/Todo/max.inp Normal file

File diff suppressed because it is too large Load Diff

1645
inp/Todo/moshi-fengxian.inp Normal file

File diff suppressed because it is too large Load Diff

178
inp/Todo/net1.inp Normal file
View File

@@ -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]

309
inp/Todo/net2.inp Normal file
View File

@@ -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]

147940
inp/Todo/shanghai.inp Normal file

File diff suppressed because it is too large Load Diff

60024
inp/Todo/suzhou.inp Normal file

File diff suppressed because it is too large Load Diff

BIN
inp/Todo/suzhouhe.7z Normal file

Binary file not shown.

1304498
inp/Todo/v-16常熟模型.inp Normal file

File diff suppressed because it is too large Load Diff

7878
inp/Todo/wuwuran.inp Normal file

File diff suppressed because it is too large Load Diff

252
inp/Todo/乡镇综合.inp Normal file
View File

@@ -0,0 +1,252 @@
[TITLE]
[JUNCTIONS]
;ID Elev Demand Pattern
2 5.80 19.49 1 ;
3 5.80 19.49 1 ;
4 5.80 19.50 1 ;
5 5.80 19.49 1 ;
6 5.80 19.49 1 ;
7 5.80 19.50 1 ;
8 5.80 19.49 1 ;
9 5.80 19.50 1 ;
10 5.80 19.49 1 ;
11 5.80 19.49 1 ;
12 5.80 19.50 1 ;
13 5.80 19.49 1 ;
15 5.80 19.49 1 ;
16 5.80 19.50 1 ;
17 5.80 19.49 1 ;
18 5.80 19.49 1 ;
19 5.80 19.50 1 ;
20 5.80 19.49 1 ;
21 5.80 19.49 1 ;
22 0 136.45 1 ;
23 0 0 1 ;
24 0 0 1 ;
[RESERVOIRS]
;ID Head Pattern
1 3.19 ;
14 7.40 ;
[TANKS]
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
[PIPES]
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
5 2 6 1976 315 120 0 Open ;
6 6 7 1300 250 120 0 Open ;
7 7 8 1051 160 120 0 Open ;
8 3 9 6210 250 120 0 Open ;
9 5 10 2173 200 120 0 Open ;
10 4 11 2984 500 120 0 Open ;
11 11 12 2100 500 120 0 Open ;
12 11 13 2199 250 120 0 Open ;
14 15 16 3100 315 120 0 Open ;
15 15 17 6485 400 120 0 Open ;
16 16 18 2688 200 120 0 Open ;
17 17 19 2306 200 120 0 Open ;
18 17 20 4161 250 120 0 Open ;
19 20 21 2841 200 120 0 Open ;
20 12 22 1 1000 120 0 Open ;
1 23 2 3024 355 100 0 Open ;
2 23 3 1400 400 120 0 Open ;
3 23 4 3149 500 120 0 Open ;
4 23 5 5400 250 120 0 Open ;
13 24 15 3554 400 120 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
23 1 23 HEAD 1 ;
22 1 23 HEAD 1 ;
21 1 23 HEAD 1 ;
24 14 24 HEAD 1 ;
25 14 24 HEAD 1 ;
[VALVES]
;ID Node1 Node2 Diameter Type Setting MinorLoss
[TAGS]
[DEMANDS]
;Junction Demand Pattern Category
[STATUS]
;ID Status/Setting
[PATTERNS]
;ID Multipliers
;
1 1
[CURVES]
;ID X-Value Y-Value
;Ë®±Ã:
1 0 56.99
1 33.33 56.74
1 50 56.49
1 66.67 55.74
1 83.33 54.24
1 100 51.98
1 116.67 48.72
1 133.33 43.95
1 150 38.44
[CONTROLS]
[RULES]
[ENERGY]
Global Efficiency 75
Global Price 0
Demand Charge 0
[EMITTERS]
;Junction Coefficient
[QUALITY]
;Node InitQual
1 0.3
14 0.3
[SOURCES]
;Node Type Quality Pattern
[REACTIONS]
;Type Pipe/Tank Coefficient
[REACTIONS]
Order Bulk 1
Order Tank 1
Order Wall 1
Global Bulk -1
Global Wall -0.5
Limiting Potential 0
Roughness Correlation 0
[MIXING]
;Tank Model
[TIMES]
Duration 48:00
Hydraulic Timestep 0:05
Quality Timestep 0:05
Pattern Timestep 0:05
Pattern Start 0:00
Report Timestep 0:05
Report Start 0:00
Start ClockTime 12 am
Statistic None
[REPORT]
Status No
Summary No
Page 0
[OPTIONS]
Units LPS
Headloss H-W
Specific Gravity 1
Viscosity 1
Trials 100
Accuracy 0.01
CHECKFREQ 2
MAXCHECK 10
DAMPLIMIT 0
Unbalanced Continue 10
Pattern 1
Demand Multiplier 1.0
Emitter Exponent 0.5
Quality »¯Ñ§³É·Ö mg/L
Diffusivity 1
Tolerance 0.01
[COORDINATES]
;Node X-Coord Y-Coord
2 2054.14 6695.86
3 2249.20 7663.22
4 3523.09 7328.82
5 3136.94 9211.78
6 1409.24 6787.42
7 1122.61 6819.27
8 800.16 6950.64
9 1357.48 8809.71
10 3531.05 9996.02
11 3654.46 8308.12
12 4353.11 8268.31
13 3710.19 9060.51
15 5467.75 8264.33
16 5467.75 9327.23
17 6769.51 9243.63
18 5220.94 9765.13
19 6359.47 9390.92
20 8055.33 8853.50
21 8970.94 8901.27
22 4353.60 8338.97
23 2590.07 7540.80
24 4405.35 8378.78
1 2900.58 7676.15
14 4309.81 8420.58
[VERTICES]
;Link X-Coord Y-Coord
5 1970.54 6707.80
5 1791.40 6719.75
6 1373.41 6689.89
6 1242.04 6769.51
8 1817.28 7750.80
8 1875.00 8134.95
8 1968.55 8190.68
8 1849.12 8529.06
8 1833.20 8833.60
10 3642.52 7852.31
14 5481.69 8612.66
15 6072.85 8238.46
15 6076.83 8349.92
15 6106.69 8481.29
15 6156.45 8610.67
15 6385.35 8616.64
15 6357.48 8865.45
15 6666.00 8887.34
15 6753.58 9203.82
16 5467.75 9460.59
16 5254.78 9486.46
16 5095.54 9488.46
16 5127.39 9767.12
17 6803.34 9317.28
17 6596.34 9402.87
17 6486.86 9464.57
17 6445.06 9355.10
18 7131.77 9080.41
18 7689.09 8875.40
19 8292.20 8837.58
19 8682.32 8909.24
19 8769.90 8895.30
2 2502.49 7568.67
2 2243.73 7600.52
3 2781.15 7461.19
3 2880.67 7433.32
4 2613.95 7636.35
4 2757.27 7839.37
4 2785.13 8508.16
13 5010.45 8384.75
13 5040.31 8289.21
13 5229.40 8271.30
23 2789.11 7711.98
21 2900.58 7564.69
24 4345.64 8378.78
25 4363.55 8410.63
[LABELS]
;X-Coord Y-Coord Label & Anchor Node
[BACKDROP]
DIMENSIONS 0.00 0.00 10000.00 10000.00
UNITS None
FILE
OFFSET 0.00 0.00
[END]

File diff suppressed because it is too large Load Diff

109
inp/_temp.inp Normal file
View File

@@ -0,0 +1,109 @@
[TITLE]
[JUNCTIONS]
[RESERVOIRS]
[TANKS]
[PIPES]
[PUMPS]
[VALVES]
[DEMANDS]
[EMITTERS]
[STATUS]
[PATTERNS]
[CURVES]
[CONTROLS]
[ENERGY]
GLOBAL EFFICIENCY 0.7500
GLOBAL PRICE 0.0000
DEMAND CHARGE 0.0000
[QUALITY]
[SOURCES]
[MIXING]

38821
inp/after_chain.inp Normal file

File diff suppressed because it is too large Load Diff

37670
inp/after_chain_v3.inp Normal file

File diff suppressed because it is too large Load Diff

40290
inp/bb_temp.inp Normal file

File diff suppressed because it is too large Load Diff

73400
inp/before_chain.inp Normal file

File diff suppressed because it is too large Load Diff

72248
inp/before_chain_v3.inp Normal file

File diff suppressed because it is too large Load Diff

40183
inp/beibei1130_temp.inp Normal file

File diff suppressed because it is too large Load Diff

41673
inp/bwsn.inp Normal file

File diff suppressed because it is too large Load Diff

6383
inp/exnet.inp Normal file

File diff suppressed because it is too large Load Diff

1645
inp/fengxian.inp Normal file

File diff suppressed because it is too large Load Diff

486141
inp/jbh.inp Normal file

File diff suppressed because it is too large Load Diff

40289
inp/model22_1223.inp Normal file

File diff suppressed because it is too large Load Diff

30972
inp/nanjing.inp Normal file

File diff suppressed because it is too large Load Diff

481
inp/net3.inp Normal file
View File

@@ -0,0 +1,481 @@
[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
10 147 0 ;
15 32 1 3 ;
20 129 0 ;
35 12.5 1 4 ;
40 131.9 0 ;
50 116.5 0 ;
60 0 0 ;
601 0 0 ;
61 0 0 ;
101 42 189.95 ;
103 43 133.2 ;
105 28.5 135.37 ;
107 22 54.64 ;
109 20.3 231.4 ;
111 10 141.94 ;
113 2 20.01 ;
115 14 52.1 ;
117 13.6 117.71 ;
119 2 176.13 ;
120 0 0 ;
121 -2 41.63 ;
123 11 1 2 ;
125 11 45.6 ;
127 56 17.66 ;
129 51 0 ;
131 6 42.75 ;
139 31 5.89 ;
141 4 9.85 ;
143 -4.5 6.2 ;
145 1 27.63 ;
147 18.5 8.55 ;
149 16 27.07 ;
151 33.5 144.48 ;
153 66.2 44.17 ;
157 13.1 51.79 ;
159 6 41.32 ;
161 4 15.8 ;
163 5 9.42 ;
164 5 0 ;
166 -2 2.6 ;
167 -5 14.56 ;
169 -5 0 ;
171 -4 39.34 ;
173 -4 0 ;
177 8 58.17 ;
179 8 0 ;
181 8 0 ;
183 11 0 ;
184 16 0 ;
185 16 25.65 ;
187 12.5 0 ;
189 4 107.92 ;
191 25 81.9 ;
193 18 71.31 ;
195 15.5 0 ;
197 23 17.04 ;
199 -2 119.32 ;
201 0.1 44.61 ;
203 2 1 5 ;
204 21 0 ;
205 21 65.36 ;
206 1 0 ;
207 9 69.39 ;
208 16 0 ;
209 -2 0.87 ;
211 7 8.67 ;
213 7 13.94 ;
215 7 92.19 ;
217 6 24.22 ;
219 4 41.32 ;
225 8 22.8 ;
229 10.5 64.18 ;
231 5 16.48 ;
237 14 15.61 ;
239 13 44.61 ;
241 13 0 ;
243 14 4.34 ;
247 18 70.38 ;
249 18 0 ;
251 30 24.16 ;
253 36 54.52 ;
255 27 40.39 ;
257 17 0 ;
259 25 0 ;
261 0 0 ;
263 0 0 ;
265 0 0 ;
267 21 0 ;
269 0 0 ;
271 6 0 ;
273 8 0 ;
275 10 0 ;
[RESERVOIRS]
;ID Head Pattern
River 220.0 ;
Lake 167.0 ;
[TANKS]
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
1 131.9 13.1 .1 32.1 85 0 ;
2 116.5 23.5 6.5 40.3 50 0 ;
3 129.0 29.0 4.0 35.5 164 0 ;
[PIPES]
;ID Node1 Node2 Length Diameter Roughness MinorLoss 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 ;
101 10 101 14200 18 110 0 Open ;
103 101 103 1350 16 130 0 Open ;
105 101 105 2540 12 130 0 Open ;
107 105 107 1470 12 130 0 Open ;
109 103 109 3940 16 130 0 Open ;
111 109 111 2000 12 130 0 Open ;
112 115 111 1160 12 130 0 Open ;
113 111 113 1680 12 130 0 Open ;
114 115 113 2000 8 130 0 Open ;
115 107 115 1950 8 130 0 Open ;
116 113 193 1660 12 130 0 Open ;
117 263 105 2725 12 130 0 Open ;
119 115 117 2180 12 130 0 Open ;
120 119 120 730 12 130 0 Open ;
121 120 117 1870 12 130 0 Open ;
122 121 120 2050 8 130 0 Open ;
123 121 119 2000 30 141 0 Open ;
125 123 121 1500 30 141 0 Open ;
129 121 125 930 24 130 0 Open ;
131 125 127 3240 24 130 0 Open ;
133 20 127 785 20 130 0 Open ;
135 127 129 900 24 130 0 Open ;
137 129 131 6480 16 130 0 Open ;
145 129 139 2750 8 130 0 Open ;
147 139 141 2050 8 130 0 Open ;
149 143 141 1400 8 130 0 Open ;
151 15 143 1650 8 130 0 Open ;
153 145 141 3510 12 130 0 Open ;
155 147 145 2200 12 130 0 Open ;
159 147 149 880 12 130 0 Open ;
161 149 151 1020 8 130 0 Open ;
163 151 153 1170 12 130 0 Open ;
169 125 153 4560 8 130 0 Open ;
171 119 151 3460 12 130 0 Open ;
173 119 157 2080 30 141 0 Open ;
175 157 159 2910 30 141 0 Open ;
177 159 161 2000 30 141 0 Open ;
179 161 163 430 30 141 0 Open ;
180 163 164 150 14 130 0 Open ;
181 164 166 490 14 130 0 Open ;
183 265 169 590 30 141 0 Open ;
185 167 169 60 8 130 0 Open ;
186 187 204 99.9 8 130 0 Open ;
187 169 171 1270 30 141 0 Open ;
189 171 173 50 30 141 0 Open ;
191 271 171 760 24 130 0 Open ;
193 35 181 30 24 130 0 Open ;
195 181 177 30 12 130 0 Open ;
197 177 179 30 12 130 0 Open ;
199 179 183 210 12 130 0 Open ;
201 40 179 1190 12 130 0 Open ;
202 185 184 99.9 8 130 0 Open ;
203 183 185 510 8 130 0 Open ;
204 184 205 4530. 12 130 0 Open ;
205 204 185 1325. 12 130 0 Open ;
207 189 183 1350 12 130 0 Open ;
209 189 187 500 8 130 0 Open ;
211 169 269 646 12 130 0 Open ;
213 191 187 2560 12 130 0 Open ;
215 267 189 1230 12 130 0 Open ;
217 191 193 520 12 130 0 Open ;
219 193 195 360 12 130 0 Open ;
221 161 195 2300 8 130 0 Open ;
223 197 191 1150 12 130 0 Open ;
225 111 197 2790 12 130 0 Open ;
229 173 199 4000 24 141 0 Open ;
231 199 201 630 24 141 0 Open ;
233 201 203 120 24 130 0 Open ;
235 199 273 725 12 130 0 Open ;
237 205 207 1200 12 130 0 Open ;
238 207 206 450 12 130 0 Open ;
239 275 207 1430 12 130 0 Open ;
240 206 208 510 12 130 0 Open ;
241 208 209 885 12 130 0 Open ;
243 209 211 1210 16 130 0 Open ;
245 211 213 990 16 130 0 Open ;
247 213 215 4285 16 130 0 Open ;
249 215 217 1660 16 130 0 Open ;
251 217 219 2050 14 130 0 Open ;
257 217 225 1560 12 130 0 Open ;
261 213 229 2200 8 130 0 Open ;
263 229 231 1960 12 130 0 Open ;
269 211 237 2080 12 130 0 Open ;
271 237 229 790 8 130 0 Open ;
273 237 239 510 12 130 0 Open ;
275 239 241 35 12 130 0 Open ;
277 241 243 2200 12 130 0 Open ;
281 241 247 445 10 130 0 Open ;
283 239 249 430 12 130 0 Open ;
285 247 249 10 12 130 0 Open ;
287 247 255 1390 10 130 0 Open ;
289 50 255 925 10 130 0 Open ;
291 255 253 1100 10 130 0 Open ;
293 255 251 1100 8 130 0 Open ;
295 249 251 1450 12 130 0 Open ;
297 120 257 645 8 130 0 Open ;
299 257 259 350 8 130 0 Open ;
301 259 263 1400 8 130 0 Open ;
303 257 261 1400 8 130 0 Open ;
305 117 261 645 12 130 0 Open ;
307 261 263 350 12 130 0 Open ;
309 265 267 1580 8 130 0 Open ;
311 193 267 1170 12 130 0 Open ;
313 269 189 646 12 130 0 Open ;
315 181 271 260 24 130 0 Open ;
317 273 275 2230 8 130 0 Open ;
319 273 205 645 12 130 0 Open ;
321 163 265 1200 30 141 0 Open ;
323 201 275 300 12 130 0 Open ;
325 269 271 1290 8 130 0 Open ;
329 61 123 45500 30 140 0 Open ;
330 60 601 1 30 140 0 Closed ;
333 601 61 1 30 140 0 Open ;
[PUMPS]
;ID Node1 Node2 Parameters
10 Lake 10 HEAD 1 ;
335 60 61 HEAD 2 ;
[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 1.34 1.94 1.46 1.44 .76 .92
1 .85 1.07 .96 1.1 1.08 1.19
1 1.16 1.08 .96 .83 .79 .74
1 .64 .64 .85 .96 1.24 1.67
;Demand Pattern for Node 123
2 0 0 0 0 0 1219
2 0 0 0 1866 1836 1818
2 1818 1822 1822 1817 1824 1816
2 1833 1817 1830 1814 1840 1859
;Demand Pattern for Node 15
3 620 620 620 620 620 360
3 360 0 0 0 0 360
3 360 360 360 360 0 0
3 0 0 0 0 360 360
;Demand Pattern for Node 35
4 1637 1706 1719 1719 1791 1819
4 1777 1842 1815 1825 1856 1801
4 1819 1733 1664 1620 1613 1620
4 1616 1647 1627 1627 1671 1668
;Demand Pattern for Node 203
5 4439 4531 4511 4582 4531 4582
5 4572 4613 4643 4643 4592 4613
5 4531 4521 4449 4439 4449 4460
5 4439 4419 4368 4399 4470 4480
[CURVES]
;ID X-Value Y-Value
;PUMP: Pump Curve for Pump 10 (Lake Source)
1 0 104.
1 2000. 92.
1 4000. 63.
;PUMP: Pump Curve for Pump 335 (River Source)
2 0 200.
2 8000. 138.
2 14000. 86.
[CONTROLS]
;Lake source operates only part of the day
Link 10 OPEN AT TIME 1
Link 10 CLOSED AT TIME 15
;Pump 335 controlled by level in Tank 1
;When pump is closed, bypass pipe is opened
Link 335 OPEN IF Node 1 BELOW 17.1
Link 335 CLOSED IF Node 1 ABOVE 19.1
Link 330 CLOSED IF Node 1 BELOW 17.1
Link 330 OPEN IF Node 1 ABOVE 19.1
[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 1:00
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 Lake
Diffusivity 1.0
Tolerance 0.01
[COORDINATES]
;Node X-Coord Y-Coord
10 9.00 27.85
15 38.68 23.76
20 29.44 26.91
35 25.46 10.52
40 27.02 9.81
50 33.01 3.01
60 23.90 29.94
601 23.00 29.49
61 23.71 29.03
101 13.81 22.94
103 12.96 21.31
105 16.97 21.28
107 18.45 20.46
109 17.64 18.92
111 20.21 17.53
113 22.04 16.61
115 20.98 19.18
117 21.69 21.28
119 23.70 22.76
120 22.08 23.10
121 23.54 25.50
123 23.37 27.31
125 24.59 25.64
127 29.29 26.40
129 30.32 26.39
131 37.89 29.55
139 33.28 24.54
141 35.68 23.08
143 37.47 21.97
145 33.02 19.29
147 30.24 20.38
149 29.62 20.74
151 28.29 21.39
153 28.13 22.63
157 24.85 20.16
159 23.12 17.50
161 25.10 15.28
163 25.39 14.98
164 25.98 15.14
166 26.48 15.13
167 25.88 12.98
169 25.68 12.74
171 26.65 11.80
173 26.87 11.59
177 26.00 10.50
179 25.71 10.40
181 25.72 10.74
183 25.45 10.18
184 25.15 9.52
185 25.01 9.67
187 23.64 11.04
189 24.15 11.37
191 22.10 14.07
193 22.88 14.35
195 23.18 14.72
197 20.97 15.18
199 29.42 8.44
201 30.89 8.57
203 31.14 8.89
204 23.80 10.90
205 29.20 6.46
206 31.66 6.64
207 31.00 6.61
208 32.54 6.81
209 33.76 6.59
211 34.20 5.54
213 35.26 6.16
215 39.95 8.73
217 42.11 8.67
219 44.86 9.32
225 43.53 7.38
229 36.16 3.49
231 38.38 2.54
237 35.37 3.08
239 35.76 2.31
241 35.87 2.11
243 37.04 0.00
247 35.02 2.05
249 35.02 1.81
251 34.15 1.10
253 32.17 1.88
255 33.51 2.45
257 21.17 23.32
259 20.80 23.40
261 20.79 21.45
263 20.32 21.57
265 25.39 13.60
267 23.38 12.95
269 25.03 12.14
271 25.97 11.00
273 29.16 7.38
275 31.07 8.29
River 24.15 31.06
Lake 8.00 27.53
1 27.46 9.84
2 32.99 3.45
3 29.41 27.27
[VERTICES]
;Link X-Coord Y-Coord
[LABELS]
;X-Coord Y-Coord Label & Anchor Node
8.00 29.42 "LAKE"
25.00 31.10 "RIVER"
[BACKDROP]
DIMENSIONS 6.16 -1.55 46.70 32.61
UNITS None
FILE
OFFSET 0.00 0.00
[END]

BIN
inp/suzhouhe-202505.7z Normal file

Binary file not shown.

BIN
inp/suzhouhe.7z Normal file

Binary file not shown.

77766
inp/zj.inp Normal file

File diff suppressed because it is too large Load Diff