[TITLE] EPANET Example (BakRyun in Original) [JUNCTIONS] ;------------------ ; Elev. Demand ;ID m l/s ;------------------ 1 24.90 0.0 2 29.90 48.97 3 31.40 37.70 4 40.77 52.41 5 24.30 20.65 6 28.00 231.75 7 22.40 65.66 8 31.40 29.12 9 21.90 9.95 10 17.60 3.87 11 17.80 17.50 12 22.90 10.43 13 14.10 9.87 14 17.40 11.05 15 19.40 26.27 16 17.10 14.53 17 19.90 17.66 18 20.60 17.33 19 36.40 8.29 20 23.50 79.86 21 26.30 115.74 22 34.30 7.36 23 20.80 9.36 24 26.30 23.95 25 15.40 20.38 26 11.40 26.38 27 11.40 20.78 28 11.10 22.78 29 10.50 34.56 30 11.60 24.05 31 25.20 18.37 32 12.90 47.28 33 12.90 54.41 34 18.20 0.0 35 25.20 7.72 [TANKS] ;----------- ; Elev ; ID m ;----------- 99 58.00 [PIPES] ;----------------------------- ; Leng. Dia Rough. ;ID m mm Coeff. ;----------------------------- 1 99 1 200 1100.0 100 2 1 2 470 1100.0 100 3 2 3 80 1100.0 100 4 3 4 370 900.0 100 5 4 6 410 900.0 100 6 6 7 540 800.0 100 7 7 11 530 600.0 100 8 11 16 130 500.0 100 9 16 17 470 500.0 100 10 3 4 370 600.0 100 11 3 5 470 100.0 100 12 4 5 380 100.0 100 13 4 6 410 600.0 100 14 6 7 540 600.0 100 15 7 8 170 200.0 100 16 9 8 390 80.0 100 17 5 9 510 150.0 100 18 9 10 600 150.0 100 19 7 11 530 600.0 100 20 11 16 130 600.0 100 21 11 12 530 400.0 100 22 10 15 560 150.0 100 23 15 14 440 400.0 100 24 12 14 160 400.0 100 25 12 13 350 150.0 100 26 16 13 170 150.0 100 27 16 19 350 200.0 100 28 19 20 590 100.0 100 29 19 18 400 80.0 100 30 16 17 470 600.0 100 31 13 27 350 100.0 100 32 27 14 540 300.0 100 33 27 26 230 100.0 100 34 25 26 270 100.0 100 35 26 28 400 100.0 100 36 15 28 620 150.0 100 37 26 29 600 100.0 100 38 30 29 350 400.0 100 39 25 30 540 700.0 100 40 30 35 370 450.0 100 41 17 25 90 700.0 100 42 25 31 540 100.0 100 43 17 18 220 700.0 100 44 18 24 390 700.0 100 45 24 23 400 700.0 100 46 20 24 560 80.0 100 47 11 20 900 500.0 100 48 20 21 310 500.0 100 49 21 23 300 300.0 100 50 20 23 510 400.0 100 51 15 22 250 700.0 100 52 23 32 350 300.0 100 53 31 32 380 100.0 100 54 32 33 690 200.0 100 55 31 35 670 200.0 100 56 33 34 870 200.0 100 57 35 34 620 200.0 100 58 29 22 580 400.0 100 [OPTIONS] ;------------------------------------- units si headloss h-w [COORDINATES] ;Node X-Coord Y-Coord 1 -2260.03 6736.47 2 -2260.03 7905.76 3 -881.33 7923.21 4 514.83 7888.31 5 -951.13 6736.47 6 1806.28 7853.40 7 1771.38 6684.12 8 1806.28 5619.55 9 -898.78 5532.29 10 -916.23 4258.29 11 3289.70 6684.12 12 3254.80 5549.74 13 4755.67 5479.93 14 3237.35 4171.03 15 1003.49 2739.97 16 4755.67 6684.12 17 6134.38 6614.31 18 6169.28 7748.69 19 4703.32 7748.69 20 4685.86 8883.07 21 6221.64 9685.86 22 986.04 1553.23 23 7757.42 8917.98 24 7739.97 7731.24 25 6099.48 5427.57 26 6134.38 4240.84 27 4703.32 4153.58 28 3184.99 2670.16 29 6134.38 1535.78 30 7757.42 4258.29 31 7739.97 5532.29 32 9450.26 7766.14 33 11090.75 7766.14 34 11125.65 5532.29 35 9380.45 5479.93 99 -2277.49 5479.93 [VERTICES] ;Link X-Coord Y-Coord 3 -811.52 7923.21 4 -218.15 8342.06 5 1125.65 8307.16 6 2207.68 7347.29 7 2696.34 6963.35 8 4109.95 7015.71 9 5471.20 6876.09 ;[ROUGHNESS] ;ADD 0.0 [END]