[TITLE] ANYTOWN example [JUNCTIONS] ;--------------------------------------- ; Elev Demand ; ID ft gpm Pattern ;--------------------------------------- 1 20 500 1 2 50 200 1 3 50 200 1 4 50 600 1 5 80 600 1 6 80 600 1 7 80 600 1 8 80 400 1 9 120 400 1 10 120 400 1 11 120 400 1 12 50 500 1 13 50 500 1 14 50 500 1 15 50 500 1 16 120 400 1 17 120 1000 1 18 50 500 1 19 50 1000 1 20 20 0 1 21 50 0 1 22 120 0 1 [RESERVOIRS] ;ID Head Pattern 40 10 ; [TANKS] ;------------------------------------------- ; Elev Init Min Max Diam ; ID (ft) Level Level Level (ft) ;------------------------------------------- 41 215 10 10 35 32.65 42 215 10 10 35 32.65 [PIPES] ;-------------------------------------------------------- ; Start End Length Diam Rough Location ; ID Node Node (ft) (in) Coef. ;-------------------------------------------------------- 1 1 2 12000 12 120 ;Res 2 1 12 12000 12 70 ;city 3 1 13 12000 16 70 ;city 4 1 20 100 30 130 ;city 5 2 3 6000 10 120 ;Res 6 2 4 9000 10 120 ;Res 7 2 13 9000 12 70 ;Res 8 2 14 6000 10 120 ;Res 9 3 4 6000 10 120 ;Res 11 4 8 12000 8 120 ;Res 12 4 15 6000 10 120 ;Res 17 8 9 12000 8 120 ;Res 18 8 15 6000 10 120 ;Res 19 8 16 6000 8 120 ;Res 20 8 17 6000 8 120 ;Res 21 9 10 6000 8 120 ;Res 22 10 11 6000 8 120 ;Res 23 10 17 6000 10 120 ;Res 24 11 12 6000 8 120 ;Res 26 12 17 6000 10 120 ;Res 27 12 18 6000 8 70 ;city 28 13 14 6000 12 70 ;city 29 13 18 6000 12 70 ;city 30 13 19 6000 10 70 ;city 31 14 15 6000 12 70 ;city 32 14 19 6000 10 70 ;city 33 14 21 100 12 120 ;city 34 15 16 6000 10 70 ;city 35 15 19 6000 10 70 ;city 36 16 17 6000 8 120 ;Res 37 16 18 6000 12 70 ;city 38 16 19 6000 10 70 ;city 39 17 18 6000 8 120 ;Res 40 17 22 100 12 120 ;Res 41 18 19 6000 10 70 ;city 142 21 41 1 12 120 ;city 143 22 42 1 12 120 ;Res 110 4 5 6000 0.0001 130 ;New 113 5 6 6000 0.0001 130 ;New 114 6 7 6000 0.0001 130 ;New 115 6 8 6000 0.0001 130 ;New 116 7 8 6000 0.0001 130 ;New 125 11 17 9000 0.0001 130 ;New [PUMPS] ;------------------------------------------------------------------- ; Start End ; ID Node Node Parameters Energy Price ;------------------------------------------------------------------- 78 40 20 HEAD 2 PATTERN 2 0.12 79 40 20 HEAD 2 PATTERN 3 0.12 80 40 20 HEAD 2 PATTERN 4 0.12 [ENERGY] PUMP 78 EFFIC E1 PUMP 79 EFFIC E1 PUMP 80 EFFIC E1 [PATTERNS] ;ID Multipliers ;Daily water use pattern 1 1.0 1.0 1.0 0.9 0.9 0.9 1 0.7 0.7 0.7 0.6 0.6 0.6 1 1.2 1.2 1.2 1.3 1.3 1.3 1 1.2 1.2 1.2 1.1 1.1 1.1 ;Daily Operating Pump 2 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0 0 0 0 0 0 ;Daily Alternate Pump 3 0 0 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 0 0 ;Daily Alternate Pump 4 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 0 0 4 0 0 0 0 0 0 [CURVES] ;ID X-Value Y-Value 2 0. 300 2 2000 292 2 4000 270 2 6000 230 2 8000 181 ;ID flow efficiency E1 0. 0 E1 2000 50 E1 4000 65 E1 6000 55 E1 8000 40 [TIMES] Duration 24:00 Hydraulic Timestep 0:01 Quality Timestep 0:01 Pattern Timestep 1:00 Pattern Start 0:00 Report Timestep 1:00 Report Start 0:00 Start ClockTime 18 PM Statistic NONE [OPTIONS] ;------------------------------------------ UNITS GPM QUALITY NONE ACCURACY 0.001 DEMAND MULTIPLIER 1.0 Emitter Exponent 0.5 Diffusivity 1.0 Tolerance 0.01 [COORDINATES] ;Node X-Coord Y-Coord 1 7682.33 3371.15 2 7633.71 5737.44 3 7520.26 7293.35 4 6175.04 7568.88 5 5591.57 8460.29 14 6466.77 5769.85 13 6450.57 4424.64 6 4100.49 8071.31 15 5094.45 6482.09 19 5332.25 5332.25 18 4846.03 4440.84 12 4846.03 3354.94 7 3192.87 7763.37 11 3701.63 2892.06 10 2317.45 3588.20 8 3321.19 6696.55 16 4017.86 5615.96 17 3005.49 4292.43 9 1305.62 4850.97 20 8544.18 3371.15 40 8700.6 3371.15 21 6094.00 6499.19 41 6094.00 6600.19 22 2422.68 4519.09 42 2422.68 4700.09 [END]