[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]