[TITLE] EPANET Example (Goyang in Original) [JUNCTIONS] ;-------------------- ; Elev Demand ; ID m l/s ;-------------------- 1 71.00 0 2 56.40 1.771 3 53.80 0.816 4 54.90 0.677 5 56.00 0.868 6 57.00 0.781 7 53.90 0.729 8 54.50 0.556 9 57.90 0.486 10 62.10 0.347 11 62.80 0.486 12 58.60 0.434 13 59.30 0.434 14 59.80 0.729 15 59.20 5.156 16 53.60 1.250 17 54.80 0.920 18 55.10 0.642 19 54.20 1.372 20 54.50 1.441 21 62.90 0.365 22 61.80 9.253 [TANKS] ;----------- ; Elev ; ID m ;------------ 30 71.0 [PIPES] ;------------------------------------------------ ; Length Dia Rough. ;ID m mm Coef. ;------------------------------------------------ 1 1 2 165 200.0 100 2 2 3 124 200.0 100 3 3 4 118 150.0 100 4 4 5 81 150.0 100 5 5 6 134 150.0 100 6 6 12 135 100.0 100 7 12 15 202 80.0 100 8 2 22 135 100.0 100 9 2 21 170 80.0 100 10 21 22 113 80.0 100 11 22 20 335 80.0 100 12 19 20 115 80.0 100 13 2 19 345 80.0 100 14 19 17 114 80.0 100 15 3 16 103 100.0 100 16 16 17 261 80.0 100 17 17 18 72 80.0 100 18 7 18 373 80.0 100 19 3 7 98 80.0 100 20 7 8 110 80.0 100 21 4 8 98 80.0 100 22 8 9 246 80.0 100 23 5 11 174 80.0 100 24 10 11 102 80.0 100 25 6 10 92 80.0 100 26 6 9 100 80.0 100 27 10 13 130 80.0 100 28 12 13 90 80.0 100 29 13 14 185 80.0 100 30 15 14 90 80.0 100 [PUMPS] ;---------------------------------- ; Head Tail Pump Power Rating ;ID Node Node kW ;---------------------------------- 70 30 1 4.52 [OPTIONS] units si headloss h-w [COORDINATES] ;Node X-Coord Y-Coord 2 -533.90 5474.58 3 -516.95 4271.19 4 957.63 4288.14 5 2313.56 4288.14 6 3567.80 4288.14 7 -533.90 2983.05 8 872.88 3016.95 9 3550.85 2898.31 10 3567.80 5983.05 11 3516.95 7661.02 12 5025.42 4288.14 13 4974.58 6084.75 14 6279.66 6084.75 15 6228.81 4288.14 16 -1686.44 4254.24 17 -2788.14 4305.08 18 -2838.98 2898.31 19 -2788.14 5525.42 20 -2737.29 7254.24 21 788.14 7389.83 22 -635.59 7305.08 1 974.58 5576.27 30 2000.00 6700 [END]