214 lines
9.7 KiB
Plaintext
214 lines
9.7 KiB
Plaintext
[TITLE]
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Hanoi example by Fujiwara and Khang, Water Resources Research, 1990
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[JUNCTIONS]
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;ID Elev Demand Pattern
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2 0 890 ;
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3 0 850 ;
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4 0 130 ;
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5 0 725 ;
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6 0 1005 ;
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7 0 1350 ;
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8 0 550 ;
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9 0 525 ;
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10 0 525 ;
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11 0 500 ;
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12 0 560 ;
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13 0 940 ;
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14 0 615 ;
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15 0 280 ;
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16 0 310 ;
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17 0 865 ;
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18 0 1345 ;
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19 0 60 ;
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20 0 1275 ;
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21 0 930 ;
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22 0 485 ;
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23 0 1045 ;
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24 0 820 ;
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25 0 170 ;
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26 0 900 ;
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27 0 370 ;
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28 0 290 ;
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29 0 360 ;
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30 0 360 ;
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31 0 105 ;
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32 0 805 ;
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[RESERVOIRS]
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;ID Head Pattern
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1 100.0 ;
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[TANKS]
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;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
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[PIPES]
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;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
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1 1 2 100 0.0001 130 0 open ;
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2 2 3 1350 0.0001 130 0 open ;
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3 3 4 900 0.0001 130 0 open ;
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4 4 5 1150 0.0001 130 0 open ;
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5 5 6 1450 0.0001 130 0 open ;
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6 6 7 450 0.0001 130 0 open ;
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7 7 8 850 0.0001 130 0 open ;
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8 8 9 850 0.0001 130 0 open ;
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9 9 10 800 0.0001 130 0 open ;
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10 10 11 950 0.0001 130 0 open ;
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11 11 12 1200 0.0001 130 0 open ;
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12 12 13 3500 0.0001 130 0 open ;
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13 10 14 800 0.0001 130 0 open ;
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14 14 15 500 0.0001 130 0 open ;
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15 15 16 550 0.0001 130 0 open ;
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16 17 16 2730 0.0001 130 0 open ;
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17 18 17 1750 0.0001 130 0 open ;
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18 19 18 800 0.0001 130 0 open ;
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19 3 19 400 0.0001 130 0 open ;
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20 3 20 2200 0.0001 130 0 open ;
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21 20 21 1500 0.0001 130 0 open ;
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22 21 22 500 0.0001 130 0 open ;
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23 20 23 2650 0.0001 130 0 open ;
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24 23 24 1230 0.0001 130 0 open ;
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25 24 25 1300 0.0001 130 0 open ;
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26 26 25 850 0.0001 130 0 open ;
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27 27 26 300 0.0001 130 0 open ;
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28 16 27 750 0.0001 130 0 open ;
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29 23 28 1500 0.0001 130 0 open ;
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30 28 29 2000 0.0001 130 0 open ;
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31 29 30 1600 0.0001 130 0 open ;
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32 30 31 150 0.0001 130 0 open ;
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33 32 31 860 0.0001 130 0 open ;
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34 25 32 950 0.0001 130 0 open ;
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[PUMPS]
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;ID Node1 Node2 Parameters
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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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[CURVES]
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;ID X-Value Y-Value
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[CONTROLS]
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[RULES]
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[ENERGY]
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Global Efficiency 75
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Global Price 0
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Demand Charge 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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[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 Wall 1
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Global Bulk 0
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Global Wall 0
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Limiting Potential 0
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Roughness Correlation 0
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[MIXING]
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;Tank Model
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[TIMES]
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Duration 0
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Hydraulic Timestep 1:00
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Quality Timestep 0:05
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Pattern Timestep 1:00
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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 No
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Summary No
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Page 0
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[OPTIONS]
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Units CMH
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Headloss H-W
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Specific Gravity 1
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Viscosity 1
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Trials 40
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Accuracy 0.001
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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 NONE mg/L
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Diffusivity 1
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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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2 5021.20 1582.17
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3 5025.20 2585.42
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4 5874.22 2588.30
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5 6873.11 2588.30
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6 8103.51 2585.42
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7 8103.51 3234.67
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8 8106.66 4179.28
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9 8106.66 5133.78
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10 7318.64 5133.78
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11 7319.94 5831.65
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12 7319.94 6671.19
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13 5636.76 6676.24
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14 6530.63 5133.78
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15 5676.02 5133.78
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16 5021.20 5133.78
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17 5021.20 4412.36
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18 5021.20 3868.52
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19 5021.20 3191.49
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20 3587.87 2588.30
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21 3587.87 1300.84
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22 3587.87 901.29
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23 1978.55 2588.30
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24 1975.58 4084.35
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25 1980.46 5137.63
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26 3077.46 5137.63
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27 3933.52 5133.78
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28 846.04 2588.20
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29 -552.41 2588.20
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30 -552.38 4369.06
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31 -549.36 5137.63
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32 536.45 5137.63
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1 5360.71 1354.05
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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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[BACKDROP]
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DIMENSIONS -985.92 612.54 8551.27 6964.99
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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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