Answer Happy

05 AB ВС CD DE EF FA BE (m) 1000 750 800 700 900 900 950 D (mm) 300 325 200 250 300 250 350 Problem 31550] [Show your work fully} Water is flowing in the water distribution network shown. Pipe data are Pipe provided in the table. All pipes are ductile iron pipes (E = 0.26 mm) Assume that flow in the system is fully turbulent. As such, you can determine the friction factor of each pipe in the system. Use the Darcy equation to calculate headloss for the Hardy Cross method. Provide a spreadsheet solution similar to the example presented in class Note: 8.580 m/s = 30,000 1/min. On your solution (a) [100] Determine the friction factor, f, for each pipe. (b) [56] Provide the assumed flowrates liter/minute] for each pipe in iteration #1 (c) [100] Determine the flow in each pipe in liters/min using the Hardy Cross method. CLOCKWISE FLOWS ARE POSITIVE Summarize your calculations in a table. Please use a spreadsheet to solve the problem AND provide elaborate sample calculations for each cell as appropriate. You are to perform ONLY 2 iterations. Use the data at the END of iteration #2 to answer the rest of the questions Print and submit a hardcopy with your Hardy Cross work - but you must also submit the Spreadsheet. Hardy Cross Requirements /Start with assumed flowrates in the table below! CD Pipe Segment Assumed Flow (liter/min +18,000 Submit your spreadsheet in CANVAS. (d)[100] if the pressure at point F is 500 kPa, and the elevation of points A, B and C is 200 m, while the elevation of points F. E and Dis 170 m, determine the water pressures [kPa] at each of the intersections or nodes AB BC +6,800 +6,000