Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

30 31 32 Туре House Applied Hydraulics: Project Base demand (cfs) X (ft) 0.01 1000 0.01 1500 0.01 2000 0.01 2500 0.01 1000 0.01 1500 0.01 2000 0.01 2500 0.01 1000 0.01 1500 0.01 2000 0.01 2500 0.01 1000 0.01 1500 0.01 2000 0.01 2500 0.01 1500 0.01 2500 0.01 2500 0.01 1500 500 4500 4700 5700 5700 4700 7000 7500 7000 7700 7000 5500 House House House House House House House House House House House House House House House House House House House House School Public Service Public Service Public Service Public Service Healthcare Facility Healthcare Facility Shop Shop Shop Park 0.01 0.3 0.1 0.1 0.1 0.1 0.3 0.3 0.01 0.01 0.01 0.5 (X₁ − X₂)² + (Y₁ — Y₂)² Distance = Example, Distance between node 1 and 2 is: Pipe1 - 2 = (1000 – 1500)² + (1000 – 1000)² = = y (ft) 1000 1000 1000 1000 1500 1500 1500 1500 2000 2000 2000 2000 2500 2500 2500 2500 5000 5000 6000 6000 6000 5500 1200 1200 1700 1700 4600 4600 1700 1700 1200 2600 500 ft Availability > There should be only one big network. Tank 1: Elevation: 75 ft Initial level: 15 ft Minimum level: 5 ft Maximum level: 20 ft Diameter: 50 ft Tank 2: Elevation: 100 ft Initial level: 15 ft Minimum level: 5 ft Maximum level: 20 ft Diameter: 50 ft Tank 3: Elevation: 75 ft Initial level: 15 ft Minimum level: 5 ft Maximum level: 20 ft Diameter: 50 ft Controls: Pipes 1: Total length: 10,000 ft Diameter: 16 in Roughness: 150 Price: $15/foot Pipes 2: Total length: 9000 ft Diameter: 12 in Roughness: 150 Price: $10 / foot Pipes 3: Total length: 8000 ft Diameter: 10 in Roughness: 150 Price: $8/foot Pipes 4: Total length: 8000 ft Diameter: 8 in Roughness: 150 Price: $6 / foot Node pressure and total head Flow velocity in the pipes and unit headloss Availability of water Requirements -EPANET file, with labels showing the diameter and length of the pipes. Base demand (cfs) Total head 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.3 0.1 0.1 0.1 0.1 0.3 0.3 Node 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Туре House House House House House House House House House House House House House House House House House House House House House School Public Service Public Service Public Service Public Service Healthcare Facility Healthcare Facility Shop Shop Shop Park 0.01 0.01 0.01 0.5 Pressure Pipe (node x-y) Length Price Velocity Unit headloss Total length: Total price: (16": 12": , 10": cfs h (calculated) , 8": Average unit headloss: Total Demand: Water availability: Time required to fill up the tanks: > Suggest a pump for each tank to fill them in the required time. Consider today's electricity cost in the US and calculate the monthly cost of running the pumps. EPANET simulation results depicting water level variations in tanks over time. ) h (determined, not calculated)